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HomeMy WebLinkAbout53204-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 53204 Date: 08/21/2026 Permission is hereby granted to: Kevin Koenig 25 Spring Hollow Rd Centerport, NY 11721 To: Demolish existing dwelling and shed(10.6 x 8.8)and construct a new single-family dwelling to include HVAC system and outdoor shower as applied for per SCHD approval. If present,asbestos and lead must be properly removed. Premises Located at: 140 Parsons Blvd, East Marion, NY 11939 SCTM# 37.4-13 Pursuant to application dated 07/29/2026 and approved by the Building Inspector. To expire on 08/20/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,313.00 CO Single Family Dwelling-New $100.00 Total $2,413.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt :�'lw . oiticldtca o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E 0 V E 53 aC4 ��.�I 0 PERMIT NO. Building Inspector: i Applications and forms must be filled out in theirentirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date:07-29-2026 OWNER(S)OF PROPERTY: Name: SCTM#1000- _ _ 11 Debra & Kevin Koen ig 37 0 3 eb a 9 Project Address: 140 Parsons Blvd., East Marion, NY 11939 Phone#:631-487-6768 Email:kevin.koenig@aurigo.com Mailing Address:204 Mangrove Shade Cir., Appollo Beach Fla. 335723554 CONTACT PERSON: Name: Debra & Kevin Koenig Mailing Address:204 Mangrove Shade Cir., Appollo Beach Fla. 335723554 Phone#:631-487-6768 Email:kevin.koenig@aurigo.com DESIGN PROFESSIONAL`INFORMATION: Name:Brett Kehl, Kehl Design Assoc. LLC. Mailing Address:265 Jasmine Lane, Southold, NY 11971 Phone#:631-433-9084 Email:ssbn654@optonline.net CONTRACTOR INFORMATION: Name: NA at this time Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: I]Other $ 650,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:R-40 Residential, Single Family Intended use of property:R-40 Residential, Single Family Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to R-40 this property? ❑YesXNo IF YES, PROVIDE A COPY. Check Box After Readin& The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,, housing code and regulations and to admit authorized inspectors on premises and in building(s)'for necessary Inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Brett D. Kehl RAuthorized Agent ❑Owner Signature of Applicant: Date: 07-29-26 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Brett D. Kehl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 .202 (FY Public NAAFI P �L. OWyr::Fi (, I ER" �i E "I'°(-(OR" � I TATEO NkWY �..���._.___--_. .... . ����.. NO.otDwo (Where the applicant is not the owner) OUA1.IF'IEDINSUFF"OLK OU% COMMON EXP'IFI TUNE, 0, I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PNDP4NEDYErIT rrAT7AAMLATtD '1" N. T a —A-CM TMBsuAmanP.DxF ,Nda+aLa, .....,. 1. Aye MB 1a ePm„{BaAaL�rarr!rMcrtt vmN.rbaY MTy , 7 wr ar wM Box P'� i, tl Iwr,stmz YT INOYnHWMR. AXNVMYEQ bltl TPH AYYO"P %• wb% A%lA1WW " O'y0 T'ti , i"a cm ,ur al SbRwa�e, s Y NOW an � 4LdDRDDW'f��7.„-..,, K41DPD6tDYW'MYLAIC NW a mPE rWnMMP4 P"C �tua 1NM'.xY ' pW,A4'#4nBGMaWp1'WASM'pMHr IE%.RTRtrBTNN047D xlro 'A AL A nbR N,rKNe Rn Ttill M IN s� CPIBBM'dPRMNDb 'Y'u IT" NaPDAX: " r s ruu Rmm TN4' 1YB xEYDnT;DgTRPJ t VACANT �'„ AL'•rYW + /- �1 NKSwM b'y, *.,L'kX11T40EP'MYN I7TAYXM7M MINIpdE.'N FU.-.�. IH,>_reune `LIACWFM rA WO FmP Aye M Raum{a to mµ leVqu ofl,M wda "� "~ ® Aa�waavN,mM a �� 1 ��� � :n „ Recmcuunbx vwe nad ww ,,,) raanPa�x'a U I�Rk,9EGi' rAxPrAWYwpa1- ,��� TT, LTICAT1pJsP DWI LOT 81 "' A ' �SaTr EM (rmtN.pB mTAGumr. NNJ.WaE.iW NUAv14(x. fLaNaPENmD OYP.I IsDEMNMd OPPdWDY M $W ak LPAAaE PLAN VIEW LOCATION MAP \ ✓ LT tle�,RR�� 'r " .,Y ELECTRIC LIME y, 0 pe-W,NxaLEtm1 1e.—HOIE°wl u•w,N.—TYPI U iw ywMait a". 1SW' Lora `tT� LWANDEEA OBYWFLL ^N pp'ngmnwar LOT 99 B®� RRMmB Jx^' RAdMOBED LwPwMLCtiBMrVRA M.W�L'M9 baNe.WBNmO 6F nEaa>ar.E „„«r°' $"Tl mpmmo R -.,....'e. '. GENERAL dNOTES sFmr�s As uou corascTEDro Pueuc wAr� Y;, ETWD Ymar;aAaLRW. TrYMDA9LC(4kY tLEETWNCdk a+AAti+TnnrNA',.TOIuawER mWY YIm11WIY p" 7. NLNATMr ANAN0MFICATI OFWTHELO IONSHA ORALRAITOTTH CdNrRxd,WIRNO TO OrY15 CDrsrAGl LmCkA COUMPDSAROSPEGRCATDNSOFTHELOCLLTOWN,Ofl VLUGEARDTNESUFFOLK VIED, LOT BB fO hSaT3'9 x PAC,WroCIOR. & 2 BOUNDARYNFORM TIMFROMSURVEYBYM�N M„WOYCHUKIANDSUflVE m, Y-Aztm.� DNMN'w"IMIe SFPLOT 986 M,4M WTAmEAf1E6YTANT PLLC..OAIEDAURCH]0.10M TOPOGRPPHIO INFODMTDN FlLOMSUFFOIK COUNTY YAK MAC'R'AIR yU "pVRq'@LP�$,WN OISVIEWER rANNECIFDroPUBI1C WAlFIa NFlIO BIO'B' BYMANUFA%:LID {q i q D. ElEVhTNNBAREREFERENCED 70TXE NAVD BB DAIUM, % A GONNEaTEDTO PUBLC WAIFA A. ® ,.UMdddSAT 4, n1ECONTNACTOR SHALL FIELD VERIFYTHE LOCATION AND DEPTH OFALL M71ES PIO LOT aT tLY4ddVGI,SJPPt.Y PRDM tlR'. 1'' d`" PPoQi TOWSOCIMMENCEMFMOMOK THE CONIRACTORISADVI5EDP11 ,;✓' W` qk DAMO B' A•C ICIW&1�F�WAY SUBBVRFAGEINFORMMATIONSHONNOx TNEBEPLANSISCO11El VALNq MVSTBE LOT 97 CONFOPAED ACCORDINGLY IN THE RFLO, BF RAM CC r 5, A MINIMUM SEPARATION OF TEN m FEET HORIZONTAL AND EIGHTEEN 1S INCHES CONNECT®TO PUBLIC WAl6R � B'WCOMY. 1 1 I 1 VE 9TO BEMAINTAINED BETNEEN WATEfl LINES,SroRM ORADUGEPNDDR 6ARTARYITAAY UNE 6 OR STRUCK RE1 IGeYOwAJ+iGw N;v SITE PLAN FUJICLEAN CONTROL PANEL AND BLOWER DETAIL SECTION A-A VIEW B TMEDDN,RNA BERESPDNGeEF°RBEDMRWG�LNEDEBBARYPERM� BEFORECOMMENCIMENGNG WORK NOTTDsceaE SECTION B-B VIEW BCALE:1-.9aU' 4, ALLUNSLI.COU .SATERIAIAN°DEBNSSHALLBEDYPOSEDI ACCORDANCE OR TOWN,GNNTY,STATEANOFE°ERALLAWS.LWESAND ORONANCES.CONTRACTOi SHALL BE REBPONmBIE FOR OSPOBING OF ALL UN6URewcMAIEflIA1SOFFSIIE DEBNB EHALL NOT BE BURIED DMSIIE, 'CW'e-5 .4 CEN-S S ALPRECASTSTRUCTURES MDSHFUNMS. INCLUDE U.MDIFlD STEEL RENFORCE ETO CONTROL PANEL WIRING DIAGRAM P.1 Structural Drawing TNT'FOR STADAAWT MOLODINGANSPORT ERCONLOWnM OMONRE TO ALARMICONTROL PANEL WIRING DIAGRAM P.2 WTmsrhwousHrowzBLonDlxsanmcovaNNDNDmoxssxovnloNmElRAvs, w i.iv. a�Y•.•:p' P. ALL PRECARTMWTURESSHALLBEMANUFACIUREDWlm1050P51128DAY PLEASE PROVIDE WRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAHING PROPER ELECTRICAL CONNECTIONS. STRENGTH CONCRETE. (A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). LI Ku 'AWN'PARYWPE®QN36 'RnOSRtiO CN A3$AtCWROR#N,INA^+8. PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE.PLEASE n p. DumxocaysmlIOn AR OH.EROSION SEDIMENT co ma MFAwREsio aE murm CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARMICONTROLLER UPGRADE OPTIONS, a AS NECESSARY TO PREVENT WE AND OF SEDIMENT TO OFF4UTE AREAS. y PONDS,ORNNAGE INLETS,ETC THEMEIHOOSANDMATERIALSEMPLOYEDNTHE W6TNL1nONANDAWNTENANCE OF EROSION COMM MEASURES MAILLONFORM emnp TD•IHENEWYOFIX GUIDELINES FOR EROSION AND SEDIMENT COMM! g 12 AILBACI(FlLLSHALLBESELMGRANIAMMATEWhL PA DTO%%M4tlMUM R. fONAE TD IL NAKa Y� H.k PmR,ry ,m Y mwmm�mmr�mw. bY!n °EHSIWATTHEOPRMUMMGSNRECONTENT,ASDETERMINMOYSTANOARD I L 1 M d p p 1 gaiaKx'Vw 11 LOTAREA11,7101815F. r I N.. 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AAA MUST BE U.L.AFFIRM TIEMWIY IRIIECIEU PIMPS ad ___,_,,,....___ _..x ---------- =121IDATE .. .• R-26-0922 TEMPERATURE RATING OF INALFIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 BEG, F. i y p o'QA lL 'N"" A)���N"�N"W�N, '" O'MS 4 GUM CONNECT LINES LL05 IN PANEL BTOST ABSECURE LUG USE COPPER cONDucrORs rn,r. 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" conformance with Department requirements—Subunit 8MN BROWNBILTVAL) ctrm�Wted ffourn M-080 as proof N Dsrob mdbeWMsaabhbbdel ire ebMh P..eb aebhe Ynlded.�d Pwwtletl to CAABCNCt (, WATERTIGHTPLASTICFRAME A COVER NaaamLPNR'NNaMN 9Y'G w>Cl ',6[71aetl.., WI APPROVED LOCKING DEVICE TO, wnwrou PB.AS19ENmmmi A RYW EVOWNMLTY SINE ISYI WEIGH fiOLSS,MN MA.°RSECOM AIR Y toes "110 KV4 POw MIN OR 'NmmA endauOeMOwa..luctiwilww,uN PA bvus Evielstlan me eTlelvue bNe HE&TH DEPARTMENT APPROVAL STAMP RPSETYNPa2'iaDB"PxE570aGa SECONDARY SAFETY LIDS I DEVICES TO BE PRODED i, IpHmNsatl MeelW rem4 breNHorVn. LT,PALESRDWN FNETOCCAMBANDIbIYI PFOWDEEADCAPTYIN: MT.v MW h..0 0-Iowpwvd MMroA. NAB JA1EH'TG 7;i�.C'L 7aS'. Y9'!NBLpDT4"MICCWAP- _GWMatNDI- y w aWL111 b P 4T MFd1 ELM oft FEk,WwA —Tea EL AP wGxETO Ds.ralouxowATea ELEv.I ♦ ' PN ^✓� A V E'9.,D•n PALE BROWN FlNE BAND P PVy'.t'L 2011 �'STN K t^Nea"aOW,,NBT euw � N BNNNSA�MawaTD rW¢ A. � *"rww TL:ti9,T MptWenM YNEiRAFJI PDDN tHN.tLSAN" n r uvABat uHIS rrw 4A@MK-1#, R14 LL.Ypb IT01 aN 004 PTA �J' PdDM PEA, gLPN. TEETYR&b"UMPDIALM WN MH Rmr, p �I ALLIFAGINGPOOLS SWVLBE PIACC-0N T.L'IeA 1M• NPNn ACCETRABLELEACM GSOLSAS GEOBGRMCE JN�`LIdI,YEXTEDORRATED NO GROUNDWATER ENCWNMERFD APPROVIDBYTHE ERIAL 111EEYIXT POIrTUENdC19J•%Xm9N' WOTnACHNGAwTERW1IS JUNCTION BO%- -.'�'ANV'MEMO ORgS1„xNy� RGWD MLPrK In ENCGNTERED,DeAVATIONISTOBE BEIONGRARE NA 1W 'N''" DISTRIBUTION iD.w aT CLTWISMH GVITwKLDN eox PRDMM4NAKWI F,'IEPPT, BOY OR APFROVEDEWAL T CONTINUED TO SUTABLE MA -WAMMtiIA'dEIdr6R,N0YuvC IWCI01LLmAsoETAILEn Iff11NGDNcs ^TAAhmTiFMMYi'4a'Yt" S.C.T.M.:DUST.1000 SEC.31BLK1 LOT.13 SYS1Ql M(WELCFWS MAYBE REWIPED. " IOC"` °IF FUJI CLEAN TREATMENT SYSTEM BOX DETAIL mAw4x2R KOEING RESIDENCE mM�T�4�AnNd° BcBIe AS f Condon Engineering P.C. LOIBDaP,DDMAPOFOARONENBBAYESTATES LF�ICHING mAna wDOPMd Adr. rr P A.OETANL.. rkA+LEMMA. Pl.neue PaWeagcmem Enl*.nrO,PD.AxevbbomaNUe New Ynrk Sbb SC-C 29SONNO DS "rNMIO�B E am DWDWA EI ELA.D SANITARY SEPTIC SYSTEM m" M EL RMwb a,Amd,u5 sxamM,o e yFe a uNm act,W.rme mm emd. D,ew°by;JJC 1755 Sigsbee Road 140 PARSONS BLVD. OF ® TEAR PROFILE u�. NwwNEreb..r Aa MnM A a s Dewr„en„r M b.nwa.D� Mal6luck,New York 11952 EAST MARION„NY ELECTRIC RISER DIAGRAM �eembP me eM M.EBbeMAM M�M�°B W°bNM^^•b."M"° (631)298-1986(631)298-2651 fax TO souM.,r,Am.�.aL..tlB.r,<Ter.�aB~blha l,ml.Mler,.,la.tlme. DakB:Ra4026 NOTTOSCALE AI—W SANITARY PLAN IN ,,y Na4iersJBnaWaaMmetlamolsunelwae.iu,eMespedPe Www.COndonenglnearing,com aevPrande.aT.mnn n ..OFPRopERTY �•,S'ITE' PLAN � _ AT - - - -- _ KEHL DESIGN ASSOCIATES LLc 14 0 PARSOKS BL VD. - , ti residential & commercial design o consulting r"�.. PO.Box 1615 p EAST MARIOX IVY 11 93,c-,� �: � `' `' hone; 631 433-9084 r ~ Southold,New York 11971 E-Mail: ssbn654@optonline.net 1 O O 0— —1 — :n u Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: SCALE: AS NO TED Nearby homes for sale � These drawings and specifications including the 4� A'1 <<,, ideas, design and arrangements represented 0. ,27 ACRES therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No GU part thereof shall be `9 11, 770. 78 S FT SITE MAP copied, disclosed to others or used in connection �, Q with any work or project other than for which they have been prepared without written consent. DATE'• 03- 30-26 U,P, C COPYRIGHT 2026 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT • d %� �jo 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. 011 Y 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 O Departments, DEC, FEMA, etc. Verify all conditions, codes, °hede Quo (� and requirements with such agencies prior to construction. \C� •� WORK NOTES: �0- 0 ��;. R301 DESIGN CRITERIA AS PER THE 2025 RESIDENTIAL CODES OF ON NEW YORK STATE S h Y' R301.1 APPLICATION BUILDINGS AND STRUCTURES, `� S STING AND PARTS THEREOF SHALL BE CONSTRUCTED TO -; �:" SAFELY SUPPORT ALL LOADS, INCLUDING DEAD J' :`' `� "�'�' GRAVEL LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, L "`` SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS •O, �'�� ` _ DRIVEW 1� r ':•.y»4 !•+-•? S PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF « :.- THE BUILDINGS AND STRUCTURES IN ACCORDANCE �`±a''Y`N " " S WITH THE PROVISIONS OF THIS CODE SHALL RESULT LOT 81 �,� ,����t 4��_-,�� , �F� �4 ,� x � >;;.�.�-:••may;;.�• � IN A SYSTEM•s� =.s.."��R 's,. `'s�•:=i•r�:'c''s•��>== E THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE tiKY� =; (� �;.-!>;:: '� ;4 ,.=`�"''o.• ,� TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE VEL FOUNDATION. BUILDINGS AND STRUCTURES a 0 4 E R I V ,!A Y ��ec� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE s,..,. \\�� (�� DEEMED TO COMPLY WITH THE REQUIREMENTS OF \ QO 0 Q.�No- ;:5 5 5 1 �a?'''~ �J O 05ea 0.2S/ THIS SECTION. 1 J .i4�n^t-.. 6�^ � `'� \.l R301.1.1 ALTERNATE PROVISIONS `= '�` 6 • 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 \ THESE STANDARDS, ea�eL WOO \ WITH THE BUILDING DESIGN NG CODEOF COMPLY NEW YORK STATE. �� Q ° 1) AWC WOOD FRAMED CONSTRUCTION MANUAL uS pre Lire O �� ( LOT 99 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— Quo O. AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS O H CONSTRUCTION OFLOGSTRUCTURES (ICC400) Q cA� "jh0 �� a\ \�e REV: / P / O LOT 83 " � PROJECT: 0�0 00� KOENIG 60 : , 0 RESIDENCE LOT 98 .s 0360 � P / O LOT 83 14�0 PARSONS BLVD.' S6 MAN 2,3 E S EAST t11iARION, NEW YORK 021S SCTM# 1000-37.-1 -13 DRAWING SITE PLAN NOTES: T 97 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. S EAL: DATE: APRIL 29, 2026 PROJECT NO: 1205-2026 DRAWN BY: TOTAL LOT COVERAGE _ 2, 198. 3 SQFT t BDK �f-� , <� 1 ECKED BY: OF LOT CO VERAGE = 18. 68% �r.� ;' . s EET NUMBER: LOT CLEARING AREA: LOT AREA: SITE PLAN DISCLOSURE: ��, 84 S 1 15,488.08 S.F. =: 0.36 AC. 15,488.08 S.F. = 0.36 AC. SITE PLAN INFORMATION IS BASED ON A LAND SURVEY �P('FESSVI�P� 11 ,625 S.F. CLEARED PREPARED BY KENNETH M. WOYCHUK 75% LOT CLEARED PROFESSIONAL LAND SURVEYING AND DESIGN DOB NUMBER: OF P.O. BOX 153, AQUEBOGUE, NY 11931 NEW YORK STATE LICENSE NUMBER 050882 PHONE NUMBER (631)298-1588 (0KEHL-DESIGN•ASSOCIATES, ii 0 10 20 30 40 50 60 70 80 90 100 FAX NUMBER (631 )298-1588 M GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION % CONTRACTOR N 0 T E S General Notes: ' Wood: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2025 RESIDENTIAL CODE OF NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - -- - - - GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. � a'R: - - 2, FIRE SAFETY: _ 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 REQUIIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2025 RESIDENTIAL 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. 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 PRACTICES. B. LOCKED AREA. residential & commercial design o consulting 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 o. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN 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 mianufacturer. THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: 16311433 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@o 3• 5. Erect and brace trusses in accordance to truss plate institute recommendations. ptonline,nel MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 4. 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 Associates,LLCoformerlyDAKAssociates,LLC THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications.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' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN R DURING THE EXECUTION OF THE WORK.. 8. Design values: 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which • 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 OWf��I WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICAL, ETC. Fv - 95 PSI B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7. PLUMBING WORK SHALL BE PERFORMED BW PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. OR HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIIRED 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 © COPYRIGHT 2026 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL THROUGH THE BUREAU OF ELECTRICAL COINTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT g Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 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. B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1 1 , 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. ALI- DIMENSIONS ARE ESTABLISHED FROM 1THE 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. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIIS 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 build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHBORS. as Suffolk County Dept. of Health Services, Town Building 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 Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 1 3. 6 SPECIAL SAFETY NOTES and requirements with such agencies ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT q � g cies prior to construction. 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 14. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK 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 OTHHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE 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. HA'\RMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2025 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE 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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD ALL STRUCTURES TO CONFORM WITH THE 202E PROTRESIECTION NTFIAL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERINIG DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 20 Ibs/sqft 130 (mph) C SEVERE S-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTEECTED FROM WINDBORNE DEBRIS. GLAZED THE BUILDINGS AND STRUCTURES IN ACCORDANCE OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1886 AND WITH THE PROVISIONS OF THIS CODE SHALL RESULT TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1996. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL IMEET NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2025 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DESIGN CRITERIA OCCUPANCY OR USE LIVE CONCENTRATED NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3�s INCH (11mm) AND A SPAIN OF NOT MORE THAN 8 FEET (2438mm) FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRUCTURES PRESCRIPTIVE DESIGN SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLLED AS REQUIRED FOR THE ANCHORAGE DEEMED TO COMPLY WITH THE REQUIREMENTS OF b'g METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2.1(1) OR ASCE-7, WITH THE PERMANENT FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSITALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HIEIGHT OF 45 FEET 13,728mm OR LESS R301.1.1 ALTERNATE PROVISIONS USE OCCUPANCY ( ) AS AN ALTERNATIVE TO THE REQUIREMENTS IN HABITABLE ATTICS AND ATTICS SERVED 1 ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V"it IS 180 MPH (290kps) OR LESS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE RESIDENTIAL R-3 (SINGLE FAMILY), TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCIHEDULE FOR WOOD EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d THIS CODE AND THE LIMITATIONS HEREIN. WHERE FASTENER SPACING (IINCHES) NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH FIRE ESCAPES 40 - ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2025 THESE STANDARDS, THE DESIGN SHALL COMPLY i WITH THE BUILDING CODE OF NEW YORK STATE. TYPE GROUP. d FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL RESIDENTIAL CODE OF NEW YORK STATE. GUARDS AND HANDRAILS 200h, < 4 FEET SPAN < 6 FEE'.T SPAN < 8 FEET V B No. 8 WOOD SCREW- NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 1) AWC WOOD FRAMED CONSTRUCTION MANUAL GUARD IN-FILL COMPONENTS f BASED ANCHOR WITH 2 16 10 8 ' (WFCM) 50h INCH EMBEDMENT LENGTH "FOUNDATIONS" OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA PASSENGER VEHICLE GARAGES 50 2,OOo° BAOSED WOOD SCREW- WITH 2 16 12 9 ENERGY DESIGN CRITERIA REQUIREMENTS ARE TO MEET THE REQUIREMENTS OF A RES CHECK AND TWO FAMILY DWELLINGS (AISI-S230) HEIGHT FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 INCH EMBEDMENT LENGTH BASED ON THE 2025 NYS ENERGY CODE 3) ICC STANDARDS ON THE DESIGN AND Ya INCH DIAMETER LAGSCREW- CONSTRUCTION OF LOG STRUCTURES (ICC400) BASED ANCHOR WITH 2 16 16 16 HEIGHT, BUILDING. SLEEPING ROOMS INCH EMBEDMENT LENGTH THE VERTICAL DISTANCE FROM GRADE 30 REV: PLANE TO THE AVERAGE HEIGHT OF NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS THE HIGHEST ROOF SURFACE UNLIMITED AREA FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 miles per hour = 0.447 m/s =17'-1 3 STORY STAIRS 40c 30CP a. This table is based on 180 mph ultimate design wind speeds V and a 45-lfoot mean roof height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2025 RESIDENTIAL AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 b. Fasteners shall be installed at opposing ends of the wood structural panel. CODE OF NEW YORK 2025 BUILDING CODE OF NEW YORK FOR SI: Fasteners shall be located a minimum of 1 inch from the edgeltof the pone.-I. STATE. 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm, 1 POUND = 4.45 N, c. Anchors shall penetrate through the exterior wall covering with an embedmernt length of 2 inches minimum into a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING THE? UNIFORMLY the building frame, Fasteners shall be located a minimum of 2Yz inches fromi the edge of concrete block or concrete. NOTE: ALL CONSTRUCTION IS TO COMPLY WITH 2O25 RESIDENTIAL BUILDING CODE OF NEW YORK STATE DISTRIBUTED LIVE LOAD OR A 2,000-POUND CONCENTRATED LOAD d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors PROJECT: APPLIED OVER AN AREA OF 4J INCHES BY 4� INCHES, WHICHEVER PRODUCES THE having a minimum ultimate withdrawal capacity of 1,500 pounds. 2024 NATIONAL ELECTRICAL CODES, AND THE 2024 WOOD FRAMING CONSTRUCTION MANUAL.TOTAL HEIGHT FROM RIDGE TO GRADE 25'-10}" GREATER STRESS. KOEKNBIG b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2025 ENERGY CONSEVATION CONSTfRUCTION CODE OF NEW YORK STATE RESIDENCE LUMBER SPECIES AND GRADE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED SECTION R402, BUILDING THERMAL ENVELOPE OF THE 2025 ENERGY CONSERVATIOIN CODE OF NEW YORK STATE 140 PARSONS B LVD. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. R402.1 General ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD The building thermal envelope shall comply with the requirements of one of the followiing: EAST MARION, NEW YORK OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 2 INCHES BY 2 INCHES, 1. Section R402.1.1 through R402.1.4 and Section R4.02.1.6 WHICHEVER PRODUCES THE GREATEST STRESSES. 2. Section R402.1.1, R402.1.5 and R402.1.6 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. Exceptions: FOR A GUARD NOT REQUIRED TO SERVE AS A HANDRAIL, THE LOAD NEED NOT BE APPLIED 1. The following low-energy buildings, or portions thereof, separate from thee SCTM# 1000-37.-1-13 TO THE TOP ELEMENT OF THE GUARD IN A DIRECTION PARALLEL TO SUCH ELEMENT, remainder of the building by building thermal envelope assemblies complyying with this section shall be exempt from the building thermal envelope LOT DATA AND CRITERIA DRAWING TITLE: 2 AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. provisions of Section R402. HOUSE DATA AND CRITERIA 1.1 Those with a peak design rate of energy usage less than 3.4 Btu/h x fft EXISTING CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL W/m2) or 1.0 watts/ft of floor area for space-conditioning purposes GENERAL NOTES purp .NEW CRAWL SPACE NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 1.2 Those that do not contained conditioned space Lot Size = 11 770.78 Sqft Lot Size = 11 ,770.78 Sqft NEW BASEMENT 1268 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED 2. Log homes designed in accordance with ICC400 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. NEW FIRST FLOOR 1268 sq.ft. (NY)TABLE R402.1.3 House Lot Coverage �= 1268 SgryFt UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN g "1 Max Habitable House Size = 2,100 S Ft NOTES: EX. FIRST FLOOR NA 9• INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMEENTS BY COMPONENT° q THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR GLAZED UNHEATED HEATED CRAWL Garage Lot Coverage = 295.6 SgFt THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. SECOND FLOOR NA CLIMATE VERTICAL SKYLIGHT CEILING INSULATION WOOD- MASS FLOOR BA EMEF.NT MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE FENESTRATION U-FACTOR VERTICAL R-VALUE ENTIRELY ABOVE FRAME WALL WALL h ALL. SLAB SLAB SPACE NEW SECOND FLOOR 535 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN FENESTRATION e R-VALUE b,e R-VALUE R-VALUE WALL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Front Porch = 24 S q Ft New w First Floor 1 ,268 S q F t PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 30 ORq THE PLANE OF THE TRUSS U-FACTOR SHGC ROOF DECK R-VALUE R-VALUE RVALUUE gDEPTH � &DEPTHS R-VALUE , FlELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FlELD FIT. THE NEW BALCONY NA LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS 0&5c 15/20 30 or 115dor 156or Rear Covered Patio = 666.5 SgFt New Second Floor 535 SgFt DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 20&5ci or R10ci,Oft ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 4 0.27 0.50 0.40 49 30CI 19&7.5d or 19 or IOci,4ft and 19 or UNFORESEEN FlELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT &20ci i or 20ci 113&5ci 13&5ci Exterior Shower and Deck = 6 9.5 S q�F+t New Garage = 295.6 S q F t FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(b) NA R-10fullslab Total Lot Coverage = 2,323.6 S Ft EX. GARAGE NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH ryry _ �+ SEAL: DATE: NEW GARAGE 295.6 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS g "1 New House Habitable Area 21098.6 SgFt q• For SI: = 1 foot = 304.8 mm BONUS ROOM NA NOT LESS THAN 30 INCHES APRIL 29, 2026 a. R-values are minimums. U-factors and SHGC are maximums. When insulation is instoolled in a cavity that is less than the label or design thickness of the insulation, the installed R-value of the insullation shall not be less than the PROJECT N0: SCREENED PORCHES NA 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN R-value specified in the table. SUNROOM NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. Max Lot Coverage = 20 0�0 = 4��.354.16 SgFt 1205-2026 b. "5ci/13" means R-5 continuous insulation (6) on the interior or exterior surface of ithe wall or R-13 cavity insulation on NEW DECK NA q 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD the interior side of the wall. "10ci or 13" means R-10 continuous insulation (ci) on the,- interior or exterior surface of he wall Lot Coverage Additionally allowed = 30.56 SgFt ��O���`,.. \ DRAWN BY: or R-13 cavityinsulation on the interior side of the wall, "15ci or19" or 13 & 5ci" meaans R-15 continuous insulation BDK COVERED PATIO 448.0 sq.ft. MEMBER DEPTH. the interior or exteriorsurface of the wall; or R-19 cavity insulation on the interior sidee of the wall; or r-13 cavity insulation ��, y. ��,YG �7 CHECKED BY: COVERED ENTRANCE 24.0 sq.ft. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE on the interior of the wall in addition to R-5 continuous insulation on the interior or extterior surface of the wall. �O O� POOL HOUSE CABANA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS c. Slab insulation shall be installed in accordance with Section R402.2.10.1 Front yard setback = 35' * S EET NUMBER: ACCESSORY STRUCTURE 93.28 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. iui 'c d. Reserved Side yard setback = 10' h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A e. The first value is cavity insulation; the second value is continuous insulation. Thereforee as an example, "13 & 5" means - 4 i� i SAFETY FACTOR OF 4. THE LOAD ADJUSTMENT FACTOR SHALL BE APPLIED TO EACH R-13 cavity insulation plus R-5 continuous insulation. r �1 OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD Both side yards setbacks R402.2.6. The second R-value applies when more than half of the \C'= 25 5k584 _ / V ON THE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Mass walls shall be in accordance with Section 1 (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. insulation is on the interior of the mass wall. Rear yard setback = 35' ��>� � (b) WITH STORAGE g. A maximum u-factor ofO.30 shall be applied in Climate Zone 5 and 6 to vertical feniestration products installed in building f ss`�`,P 1. WHERE THE TOP OF THE GUARD SYSTEM IS NOT REQUIRED TO SERVE AS A HANDRAIL, located either: DUB NUMBER: OF THE SINGLE CONCENTRATED LOAD SHALL BE APPLIED AT ANY POINT ALONG THE TOP, 1. Above 4,000 feet in elevation. IN THE VERTICAL DOWNWARD DIRECTION AND IN THE HORIZONTAL DIRECTION AWAY FROM 2, In windborne debris regions where protection of openings is required by Section R30)1.2.1.2 of the Residential Code of New THE WALKING SURFACE. WHERE THE TOP OF A GUARD IS ALSO SERVING AS A HANDRAIL, York State. A SINGLE CONCENTRATED LOAD SHALL BE APPLIED IN ANY DIRECTION AT ANY POINT h. "30 or 19 &7.5ci or 20ci means R-30 cavity insulation alone or R-19 cavity insulatiion with r-7.5 continuous insulation or A LONG THE TOP. CONCENTRATED LOADS SHALL NOT BE APPLIED CONCURRENTLY R20 continuous insulation alone. 0 KEHL-DESIGN-ASSOCIATES, LLC SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION +"`°�' USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 L_T S 2 0 PROVIDE (1) HGA10KT ON SIDE OF TRUSS, ° ° � . I ABLARCH S0. IN UPLIFT /: a SIDE OF CEILING JOIST e,4 FASTENERS ALLOWABLE LOADS 12 LOAD LATERAL WITH AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIIFT CODE TOTAL FOUR o (133/160) 8dx1}" 8d NAILS NO. TO TO lu AVG REF. r 1 NAILS INTO TRUSS RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& STU -q- TRUSS160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-SIMPSON _�� TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND "M DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES �_ residential & commercial design o consulting F16 16 8-8d 8-8d 3983 915 950 650 5, 44 — - DIMENSIONS FASTENERS ALLOWAIBLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ART 'x12 (TOTAL) AVG LENGTHI OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWOCODE 8d NAILS ° / • PO.Box 1675 phone: (6311 433-9084 MODEL GA ULT. LFTA LFTA REF. INTO PLATES °po .c• '• ° Southold,New York 11971 E-Mail: ssbn654Cdoptonline.net NO. MAX. CLEAR WDTHSPAN L QTY DIA 1}" 2" 21" 3" 3j" 11" 2" 24" 3" 34" EIGHT 8d NAIL 1205 1400 5, 44, 85 INTD S P 4 Kehl Design Associates,LLC o formerly D A-K Associates,LLC LFTA 16 21" 17" 381"16-10d — 4200 STUD - DOUG-FIFR LARCH / SO. PINE 0e FASTENERSZ ALLOWAIBLE UPLIFT LOADS' OWNERSHIP & USE OF DOCUMENTS: MODEL L AVG 1 COd 10d x 1}" CODE ° These drawings and specifications including the ULT. REF. 10d 10d x 1}" (133 / 160) (133) (160) L S T A 21 ° property No. LFTA ideas, design and arrangements represented °° therein, are theof KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie MTs16 � lo... HGA10 copied, disclosed to others or used in connection 16 14-10d 14-10d x 1 " 3116 100)o 840 1000 3. 41, 128 , °° with any work or project other than for which MTS20 } TTjr20 14-lOd 14-lOd x 1 3116 100)0 840 1000 3, 41, 128 DETAIL 1111" hey have been prepared without written consent. ART�'x12 e 0 0 Lsrzo 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 DETAIL E STU 8"— © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR "' COUPLER NUT 11 DOUG-FIR-LARCH Equal number of—' °° �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL TYPE OF DIRECTION SO. PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. specified nails in I e° TAKE—UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 111 NO. TION FLOOR ROOF (133/ each end WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE (100) (125) 160 Simpson Strong-Tie G 515 645 670 I CS16 ART5"x12 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT LTP4 5 J 515 645 670 s, 39, 97 H 1 515 645 670 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. MATERIAL DIMENSIOUNS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'xi2 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2•3 AT NICHES AT HIGHEST REF. °°° NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ° °° BASE BODY s e e BOLTS ALLOWABLE LOAD DESIGN ° Acceptance of these drawings does not authorize the right to o P 9 9 GA GA HB SB W H B SO CL DIA DESIGN WEN IRAISSED OFF ° build without the authorization of local governing agencies, such QTY DIA 1 2" 2�" 3" 3}" 5�" LOAD ° LL PLATE 0 HD2A 16 12 4 2J" 2J" 8" 2A" J" 1�" a 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° as Suffolk County Dept. of Health Services, Town Building ° Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS ALLOW/ABLE UPLIFT LOADS and requirements with such agencies prior to construction. N0. AVG W, L STUD PLATE ULT. OF / SP CODE (1.3 (160) REF. WORK NOTES: SP4 3{�" 71" -10d x 1}" 2917 735, 885 7, 40, 127 s MODEL R301 DESIGN CRITERIA AS PER THE DIMENSIONS FASTENERS (TOTAL) ALLOW/ABLE TENSION LOADS CODE ° , 2025 RESIDENTIAL CODES OF NO. CA FLOOR: REF. W L NAILS 1a0 (133) (160) °° NEW YORK STATE LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 0° DIMENSIONS FASTENERS (TOTAL) ALLOWAABLE TENSION LOADS CODE MODEL CA FLOOR: REF. R301.1 APPLICATION BUILDINGS AND STRUCTURES, N0. W L NAILS (133) (160) p g STU 5"— AND PARTS THEREOF SHALL BE CONSTRUCTED TO ,00 Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MODEL TOTAL FAASTENERS ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, NO. L END SPACING REF. HD2A (LENGTH L GA CUT LENGTH ((TOTAL) (100) (133 / 160)2 oc. TAKE—UPWASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE WIT T DIMENSIONS FASTENERS -FIR ABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES H HE PROVISIONS OF THIS CODE SHALL RESULT MODEL ON PINE A[ w ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION IN A SYSTEM THAT PROVIDES A COMPLETE LOAD NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "'F" PATH THAT MEETS THE REQUIREMENTS FOR THE 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. TRANSFER OF LOADS FROM THEIR POINT R ORIGIN LUS46 18 3A" 4J" 2 — 4-16d 4-16d 60176 1140 1160 —1000 1150 — 1250 7, 40, 127 tl 11 CN W— :DETAIL I THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 3�" 9J- 2 8-16d 8-16d 60'176 1755 2105 —1650 — 1900 2065 1, 36, 84, 122 COUPLER NUT FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR P ARTJ'x12 FASTENERS UPLIFT UPLIFT LATERAL CODE STU g"— CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE MODEL AWG (133/160) REF. N0. GA ULT. SIMPSON DEEMED O COMPLY WITH THE REQUIREMENTS OF TAKE—UP WASHER THIS SECTION. TO RAFTERS TO PLATES TO STUDS (133) (1so) F; FZ 1so R301.1.1 ALTERNATE PROVISIONS HGAIOKT 14 4-SDS}"x1}" 4-sos4"x3" 1!523 435 435 1165 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE IISE A MINIMUM OF MTS16 it THIS CODE AND THE LIMITATIONS HEREIN. WHERE TWO Od NAILS THIS MTS16 SP4 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SIDF OF TRUSS, HD2A GNU-COUPLER NUT THESE STANDARDS, THE DESIGN SHALL COMPLY TOTAL FOUR SE A MINIMUM (>F ° /� , o o SPq WITH THE BUILDING CODE OF NEW YORK STATE. 8d NAILS TWO 8d NAILS THIS INTO TRUSS STU SIDE DF TRUSS, ° ° SIMPSON�'- LSTA21 SIMPSON " ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL TOTAL FOUR ° /• , U ° °° TAKE-UP WASHER Strong—Tie II (WFCM) INTO TRUSS LSTA21 I I HUS210-2 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- :_:_- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND \ ® CONSTRUCTION OF LOG STRUCTURES (ICC400) TWO , FI REV: 8 AIL o o PLA�ES °p° TWO o E[GHT o 8d NAILS 8d NAIL o PROJECT: INTO INTO STUD Simpson Strong-Tie PLATES °p° DETAIL "A" H7 EIGHT °o SNIG N ONAIL °°°o° DETAIL "Bill DETAIL "(G" DETAIL �� E STUD Slmpsom Strong-Tie ° — H7 °° ° I Simpson Strong-Tie DETAIL "L" RESIDENCE LFTA LFTA ° I BP ROD SYSTEM LFTA ° 140 PARSONS BLVD. NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BEE LOCATED AT THE REAR OF THE HOUSE - - -- - - ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 EAST MARION, NEW YORK 1'-O" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-O" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-37.-1 -13 I' 1'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 DRAWING HOUSE ROOF AREA = 2294 sq/ft SIMPSON WINDLOAD LTP4 MAIN HOUSE CHARTS & CALCULATIONS I LTP4 V = AXRxc DETAIL licitA = 2294 sq/ft / STRONG-TIE DETAILS / R = 2" RAINFALL = .17 ft PLUMBING DIAGRAM Simpson Strong-Tie 2nd FLOOR 3" THROUGH ROOF Z'"11THROUGH ROOF 11 3" THROUGH ROOF 2nd FLOOR ROOF C = COEFF. = 1.o AND Floor-to-Floor Connections LTP4 LTP4 DETAIL "B" V - 2294 x 1 x .166667 - 382 C.F. ROOF RUN-OFF CALC. NOTES: Simpson Strong-Tie 382 / 42.25 VERTICAL FT. / FT = 9.0 V.F. 3•• THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections 3 USE (2)8' DIA. POOL 5'-0" DEEP = 10 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2" 2.. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping GUEST 3 OR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 2' BATHROOM14 382 / 22.3 VERTICAL FT. / FT = 17 V.F. DESIGN EEN HELD ASSUMES NO LIABILITY FOR OMMD UPON TO UNKNOWN OR �t FLOOR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2 2nd FLOOR USE (4)6' DIA. POOL 5' DEEP = 20 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3' 2" 2.. 3" NO SUBSTITUTI❑NS 3• 3 SEAL: DATE: At( framing hardware shown on these plans, 2" 2 POOLS TO BE PLACED ON OPPOSITE SIDE OF APRIL 29, 2026 KITCHEN LAUNDRY 2.. 3. 2 • 2 • 3 jTHSRQOM .. PROJECT NO: unless otherwise indicated, is Simpson Strong-Tie, ROOM HOUSE AND/OR LEADERS TO BE PIPED TO GUEST 3' 3 TER0 vf I;� 1205-2026 No substitutions are approved or authorized. °� F] 2.. BATHRooM 2.. POOLS 1 2 OF THE ROOF TO DRAIN TO EACH �� ` .ir Due to the relationshi s of framiin hardware to 2• 2 ( l P rU� DRAWN BY: p g ,st FLOOR POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC `�� �0' 'j' FLOOR 2 SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). ,� . BDK the other components of the stlructure, any framing 2' 2' 3 2 a hardware substitutions will rendelr these plans 3• 3• ) ' "!, ,"y� .0, � y CHECKED BY: null and ABOVE GRADE void, and will result in tlhe installer/contractor -1," F.A. VENT 3.. 3 assuming responsibility for the de 22"sign and 3 3 T k SHEET NUMBER: performance of the entire system, O-O 0 4't.0. 1nstonad Within ALL COVERS TO BE TRAFFIC BEARING IF LOCATED - Jk- : , C.O. 5• of F-ou ndotion °` IN AREA WHERE TRAFFIC IS TO BE PRESENT. 684 2 3 3 TO SCWA D APPROVE Ridge Strapping SEWERAGE s,S,EM IF A MULTIPLE POOL SYSTEM IS USED AROUND C'f t"' +� GZ L�� r �1T�t^t' 1 Detail PLUMBING RISER DIAGRAM (N T S) NOTE-_ THE HOUSE THEN EQUAL PROPORTIONS OF THE Clean out to be installed ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: OF within 5' of the foundation. KEHLr DESIGN•ASSOCIATES, Uc 32'-0" - A "fi 3'-'6" �''-°» '°'-3'" '0'-3'^ • '0'-3' KEHL DESIGN ASSOCIATES, L L c A I I A A HOUSE residential & commercial design o consulting I I I I I I I I 1 I New 12" PC. Pier, ; ; I PO.Box 1675 phone: (631)433-9084 J'x18' Anchor on 36"Wide x 36Wide x 12"Deep New 12" PC. Pier Southold,New York 11971 E-Mail: ssbn654Co tonline.net Bolts Max. 32'oc 1 I P I I Conc. Footing. on 36"Wide x 36Wide x 12"Deep #5 Horizontal Rebar I 1 ; 1 3'-0" (See Section) �3' 0"� �3' 0"� Conc. Footing. �3' °" 1 GARAGE Grade I (See Section) I Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: - �4" PC. Slab with 6x6 / 10 Go. WWM. #5 Vertical Rebar 4'-0"oc. - - - 1 - - - - - - -I- - _ _ IC ( )# = �� °� G - - - - - These drawings and specifications including the 1 5 Rebar Over Emil Poly 8" P.C. Foundation 1 0 1 ideas, design and arrangements represented Grade 11 Vapor Barrier Damp Proofing �o '� ( therein, are the property of KEHL DESIGN #5 Vertical Rebar 4'-0"oc. 1 5 Rebar -' '� ( )# I I ASSOCIATES, LLC. No part thereof shall be I 1 1 6" PC. Floor I copied, disclosed to others or used in connection 8" P.C. Foundation Grade around the House with any work or project other than for which (1)#5 Rebar I on 20"Wide x 24"Deep is to be Approx. 8" Bel w they have been prepared without written consent. 2x4 Keyway Conc. Perimeter MonolithicZM I I Grade around the House I The Top of the House (2)#5 Horizontal Rebar I 1 6" PC. Floor Footing. 6" PC. Floor I is to be Approx. 8' Below II on 20"Wide x 24"Dee Foundation L — — 2x4 Keyway I I I 1'_8^ p (See Section) on 20"Wide x 24"Deep- — I$ The Top of the House Conc. Perimeter Monolithic Conc. Perimeter Monolithic 1 8^ 1 Foundation I Footing. Footing. o © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 20" x 10" Conc. Ftg. 4" PC. Slab with M I I III I (See Section) (See Section) PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL w/(4) #5 Rebar L.W. 6x6 /10 Ga. WWM. I 1 I I 1 and #5 Rebar 2'oc. S.W. Over 6m1 Poly I I I I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 20"x 10" Conc. Ftg. I - 8" PC. I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE Min 3'-0" Below Final Grade w/(4) #5 Rebar L.W. Vapor Barrier Concrete Bilco Wall SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT and #5 Rebar @ 2'oc. S.W. 1 I I Buttress Min. 3'-0" Below Final Grade I I I I I (See Detail C101) on 16"x8" TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED GARAGE III 1 " " "� — Conc. Ftg.; EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. FOUNDATION FOUNDATION ( � See Detail E1o1 II I I DETAIL Al 01 D ETAI L B 101 1 1 -- —— --� — — — — — — o J _ — _ _ _ _ _ _ _ _ _ _ _ _ Acceptance of these drawings does not authorize the right to — - - - - —� I - - - - - - - - - — _ _ _ build without the authorization of local governing agencies, such _ _ = 2- - - _ as Suffolk County Dept. of Health Services, Town Building =k — — — — --I--' — — — — — — — --�— — — Departments, DEC, FEMA, etc. Verify all conditions, codes, - - - - - - - - - - - - - - - - - -�—� - - - - - - - 1 - - - -- #5 Vertical Rebar 48"oc. 30'-8" � • I I — = and requirements with such agencies prior to construction. 8" PC. Wall 8' PC. Wall L I 1 1 I I I on 20"x10 on 20"x10" Conc. Ftg. �I Conc. Ftg. 8x8 Ci I Bilco "C" Door WORK NOTES: M 1 I I See Detail E3101 See Detail 8101 8" PC. Foundation I I - _ _ p " R301 DESIGN CRITERIA AS PER THE 4" Conc.on �-O° ( Flue T with 24" Extension o I Vapor Barrier r —� -1 v 2025 RESIDENTIAL CODES OF r � I - - � and 10 Ga. — Rebar Stirrups TI 3"xi" Box Tube I I — _ _ _ (4)#5 p ( I I 6x6 WWM. Steel Column on I I o r — — I _ _ NEW YORK STATE Equally Spaced L — I I 4'x4'x1' Conc. Ftg. I - - Window Headers to be I I J I I — — — — — — — — R301.1 APPLICATION BUILDINGS AND STRUCTURES, with (6)#5 Rebar AND PARTS THEREOF SHALL BE CONSTRUCTED TO (1)#5 Horizontal Rebar Constructed with r — — —;*- — — —— —— — — — ——n—— --I I Each Way. I = I Bilco Wall to be 8" PC. I 4 5 Horizontal Rebar with - - a, 8' PC. Wall IMin. of 2' Lower SAFELY SUPPORT ALL LOADS, INCLUDING DEAD on 20'x10' I than the House LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, ( )# I = L — J Bilco Wall (4)#3 Rebar Stirrups Equally Spaced = _ .x I on 16"x8' I - - — — — —— — — — — —— Conc. Ftg. Foundation SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS i with 6' Bearing on each end F , 8" PC. Wall See Detail B101 I Conc. Ftg. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF , r� 4" Conc.on See Detail E101 I 8" PC. Wall �» on 20'x10' .� .�6" I THE BUILDINGS AND STRUCTURES IN ACCORDANCE 1_0„ Grade around the House I » Conc. Ft 2'_0^ Vapor Barrier is to be Approx 8" Below on 20"x10" I g I I WITH THE PROVISIONS OF THIS CODE SHALL RESULT pp ( See Detail B101 3"x�" Box Tube and 10 Ga. FOUNDATION The To of the House „ „ „ Conc. Ftg. I r I— —I 6x6 WWM. I ( Grade around the IN A SYSTEM THAT PROVIDES A COMPLETE LOAD p I Steel Column on Foundation See Detail A101 o House is to be o PATH THAT MEETS THE REQUIREMENTS FOR THE ❑y� I I 4 x4'x1 Conc. Ftg. I I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN Conduits under slab with 6 5 Rebar `V I Approx. 8" Below o THROUGH THE LOAD-RESISTING ELEMENTS TO THE BUTTRESS O.H" Window Lintel "B" I Each(W)y. L L _J I I The Top of the 1 3 I I House Foundation FOUNDATION. BUILDINGS AND STRUCTURES DETAIL C 101 2x6 Sill o ( I N I 18'-4Y" 13'-7/" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 1�"x 9-1"LVL Header Conduits under slab L " Rim Joist I 4" Conc.on °' �I I 2'-0°—�6"Y I DEEMED TO COMPLY WITH THE REQUIREMENTS OF °� I I 1 THIS SECTION. 2x6 ACQ Sill I I I Vapor Barrier 611 " COX Ext. Sheathing ` ❑ I I I and 10 Ga. 4-O" I I _ _ _ _ _ R301.1.1 ALTERNATE PROVISIONS 2x6 Studs 16"oc. I I 6x6 WWM. I —�'— - - o Hurricane Strapping I 8" PC. Wall 2, 0„ I r - 1 I — 1 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE on 20"Ftg. 1� PERMITTED SUBJECT TO THE LIMITATIONS OF THE Perimeter Beam CW14L Window Unit I I � I ^ � I i-2x6 Sill Provide 2x8 to be Trimmed on Window well 4 Rebar I Conc. Ft k— J I » 2x6 ACQ Sill # � I g' I� — � x (1)#4 Horizontal Rebar " Advantech Subfoor ACQ Buck the Exterior with Ladder set into wall See Detail A101 I 3"xA" Box Tube I I o I Buttress I THIS CODE AND THE LIMITATIONS HEREIN. WHERE around all �" »� �I Steel Column on "' 2 0" I I I ENGINEERED DESIGN IS USED IN CONJUNCTION WITH "x4" Azek Trim and Epoxy into place 4" Conc.on _ I —'( 8" PC. Foundation AJ25 x 9" 16"oc. o I rn I (See Detail C101) I Basement as per 2020 NYS I �J 4'x4'x1 Conc. Ftg. _ _ I I _ THESE STANDARDS, THE DESIGN SHALL COMPLY and Historic Sill P Va or Barrier / � #5 Vertical Rebar 48"oc' x 18" Anchor Bolts 32"oc. Windows Building Code I p I with 6 5 Rebar I I WITH THE BUILDING CODE OF NEW YORK STATE. �^ 9 I and 10 Go. ( a _I 3"xJ" Box Tube Grade or Garage Floor I Concrete Each Wa P s Gravel 6x6 WWM. Y Steel Column on To of Buttress To Be 12" I Buttress ^ "� I I I 7 1 AWC WOOD FRAMED CONSTRUCTION MANUAL 4'x4'xt' Conc. Ftg. I o ) ( ) Below Final Grade o �`,�''�'�'�'�' I I ,� L � � � (See Detail C100 I o with (6)#5 Rebar I WFCM 4 5 Rebar Stirrups N >_'••,s;�r Sand and Gravel I I (4)#5 )# p ` " �I J - Each Way. I I 1 2) AISI STANDARD FOR COLD-FORMED STEEL Equally Spaced _ --'�` •�• "'``r� '"' � q y p ? y, x; .tip. Center of Window Well I FRAMING - PRESCRIPTIVE METHOD FOR ONE- :�' Foundation Damp Proofing To Remain Open To I 24" Conc. Butress Allow For Drainage I 8" PC. Wall 14'-l0y" 3'-6%" 13'-6%" 0" AND TWO FAMILY DWELLINGS (AISI-S230) 8" PC. Wall I 8" PC. Wall -*� Egress Window #5 Horizontal Rebar I on 20'x10" 0) 1 3) ICC STANDARDS ON THE DESIGN AND #5 Vertical Rebar 2' I Conc. Ftg. I on 20"x10" x "� I ' � �� on 20"x10" Well (1)#5 Horizontal Rebar "'F—�-4 � I I See Detail A101 eeConc.Detail Ftg. I I Conc. Ftg. ;1* L — — (See Detail D10 ) ( ) k--� CONSTRUCTION OF LOG STRUCTURES ICC400 pI See Detail B101 7 i 3"xi' Box Tube I , _ _ REV: 44"x 10" Conc. Ftg. fi" "� ^ »� II Steel Column on 44"x 10" Conc. Footing I I " ( 3"x Box Tube g• r = ( FOUNDATION _ _ __ _ __ el 1 4'x4'x1' Conc. Ft - Min. 3' 0" Below Steel Column on � 1 Final Grade —' rL ——` J I 4'x4'x1' Conc. Ft I with (6)#5 Rebar I I I I I Mason C erl for — g. 2'-0 Each Way. FOUNDATION ) EGRESS WINDOW I " _ _ ,O'Xa' Garage Door ! — I with (6)#5 Rebar L J -� I I " r- -- - - -- - -- - - - — - - I Each Way. F I 8„ PC., Wall I I I I = BUTTRESS WELL DETAIL I J-2- " 4" Conc.on an 20x10" L _J I N PROJECT: I Vapor Barrier Conc. Ftg. I I DETAIL C 101 DETAIL D 101 I I I o — and 10 Ga. See Detail B101 I r = I _ _ _ KO E ' BIG 6x6 WWM. _ _ J I I a Grade around the House I 18'-51�" R E V I ®ENV E is to be Approx. 8" Below I 8" PC. Wall 4" Conc.on II Top of Window The Top of the House 1 I " " "J on 20"x10" Vapor Barrier II �fi" "� Well to be Min of 1 Foundation 1 1 I I I 4" Below the Top I 140 PARSONS BLVD. I Conc. Ftg. and 10 Ga. 4" Conc.on See Detail B101 6x6 WWM. of the House I — — — _- Vapor Barrier I I I L —, ————— —— — — — — — — — — — — and 10 Ga. I I Foundation EAST MARI O N, NEW YO R K DIM "C" BASEMENT DOOR 1 - I = 6x6 WWM. I I 1 - 1 _ _ ^ HEIGHT CLASSIC SERIES - STEEL SIDED — - - - - - - - - - -- — - - - - - -- - - - - - — SIZE 'A' 'B' 'C' 'D' 'E' 'F' of t � _ SCTM# 1000-37.-1 -13 (WIDTH) (LENGTH)(HEIGHT) (FA. Vl (F,'E L) (C.o.) B 51, 64' 22, 44' 60' 41' N 1 I — I — c 55' 72' 19 1/2, 49' 67' 45' T - - - - - - 1 - - - -- I I I _ - DRAWING TITLE: G 47' 58' 30' 40' 58' 37' - _ _ _ _ _ _ SL 51' 43 1/4' 52, 44' 60' 41' - - I EAD DDDR -' _ _ _ _ _ 1 _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ r — I 1 Grade around the House 1 L J L J I 1 is to be Approx. 8" Below DIM T I SIDE-RiGH LICKING MEECHANISM The Top of the House RLT LENGT NOTES: HEAJE S SPRING Foundation THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DIM E LIP LIFT ASSITANCE 1 Grade around the House 4" Conc.Slab 1 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE FRAME ❑PENING o,�NANDLE 1 with #4 Rebar I I LENGTH is to be Approx. 8' Below I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL The Top of the House 16"oc E.W. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Foundation beneath 2" 1 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 1 1 Bluestone Finish I 1 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 1 1 I 1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SIDE - LEF SEAL: DATE: ILL LI LI I I I I I 1 I 1 APRIL 29, 2026 DIM "D" I I I I I PROJECT NO: RAMS OPENIN A A I I A i 1205-2026 WIDTH � 1 N, Yam DRAWN BY: PROVIDE HURRICANE STRAPPING C� Dy�,- -t0Y"— -10Y" "-�-4'-g" 1�" IN ACCORDANCE WITH THE 6C'�GG ? BDK 2025 RESIDENTIAL CODE OF >� �;. ,z CHECKED BY: 13'-,' -0" 2'-�" NEW YORK STATE 22'-0" 10'-0" -2" W SHEET NUMBER: ALL HEADERS ARE TO BE 45'-9" (2)1%'X 9Y" LVL UNLESS 651684 OTHERWISE NOTED ���o�� �,P�. Al 01 DIM "A" DIM "F" <` WIDTH CLEAR OPENING FOUNDATION FLOOR PLAN FED NOTE: PROVIDE FIRE BREAKS BILCO DOOR DIMENSIONS AS PER DOB NUMBER: OF SCALE: 1/4"= 1'-0" THE 2025 DETAIL E 101 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, l.lC IAJ 32'-0" -2" - - --- -9" -0" 3 1°-3 10'-3Y4" 10 3'° ' KEHL DESIGN ASSOCIATES LLc A I A A residential & commercial design o consulting I I I r I New 12" PC. Pier New 12" C. Pier I I II 6" PC. Floor I I I on 36"Wide x 36Wide x 2"Dee on 36"Wide x 3 Wide x 12"Deep I I I I I I Conc. Footing. p i on 12" Wide x 24"Deep i Conc. Footing. I I P0.Box 1675 phone: (631�433-9084 (See Section) Conc. Perimeter Monolithic (See Section) SoUfhold,NewYork 11911 EMail: SSbn654Copfonline.nel I I I Footing. I (See Section) I I I I I Kehl Design Associates,LLC o formerly D A K Associates,LLC - - - I OWNERSHIP & USE OF DOCUMENTS: I I o 0 0 These drawings and specifications including the _ ideas, design and arrangements represented therein, are the property of KEHL DESIGN I I I ASSOCIATES, LLC. No part thereof shall be I I I I I I I copied, disclosed to others or used in connection 6" PC. Floor with any work or project other than for which 1-0 0 1'-0" on 12" Wide x 24"Deep they have been prepared without written consent. I I I #4 Re or 2'- "oc. Each Way s Conc. Perimeter Monolithic - Footing. I 6" PC. Floor I I Ld w° w Ld (See Section) I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR on 12" Wide x 24"Deep Conc. Perimeter Monolithic I 0 0 0 0 ` a PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL Footing. I I I I o 0 o a I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (See Section) I I I — N -N iv N I WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE #4 Rebar 2'—C"oc. Ea h Way n L SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT Concrete —0 .a- -0 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED o- o-' ° °' Bu tress 1-0" EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. � I I I I (See D tail C1 1) rt It I zv� #4 Re bar 2'- "oc. Ea h Way I I I 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 •k - - - - - -L—� - - - - - Departments, DEC, FEMA, etc. Verify all conditions, codes, 30-$" — — -- and requirements with such agencies prior to construction. (2)1 J"x 91" LVL Flush Beam _0I J o 7'-6" AZ I I rn inBilco "C" Door o WORK NOTES: > 1 "x 9 " LVL Flush Beam zX N with 24" Extension R301 DESIGN CRITERIA AS PER THE - - 2 1 "x 94" LVL Flush Beam J N� 2025 RESIDENTIAL CODES OF .. _ _ _= NEW YORK STATE X 1 Basement 1 j"x 94" LVL Flush Beam - R301.1 APPLICATION BUILDINGS AND STRUCTURES, 1j"x 9j" LVL Flush Beam AND PARTS THEREOF SHALL BE CONSTRUCTED TO - - Basement SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, N SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 1 "x 9 " LVL Flush Beam I o PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF Basement To Be I THE BUILDINGS AND STRUCTURES IN ACCORDANCE Fire-Rated as Per WITH THE PROVISIONS OF THIS CODE SHALL RESULT 1 "x 9 " LVL Flush Beam 2025 Residential IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Building Code of PATH THAT MEETS THE REQUIREMENTS FOR THE NYS. I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN Conduits under slab I o THROUGH THE LOAD-RESISTING ELEMENTS TO THE °' FOUNDATION. BUILDINGS AND STRUCTURES N 18'-4Y" 13'-7 4" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Conduits under slab a (2)1J"x 9j" LVL Flush Beam I a I DEEMED TO COMPLY WITH THE REQUIREMENTS OF I THIS SECTION. (2)1 "x 9 " LVL Flush Beam R301.1.1 ALTERNATE PROVISIONS X I AS AN ALTERNATIVE TO THE REQUIREMENTS IN Basement SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE Concrete THIS CODE AND THE LIMITATIONS HEREIN. WHERE F2'-0"� Buttress ENGINEERED DESIGN IS USED IN CONJUNCTION WITH (See Detail C101) I THESE STANDARDS, THE DESIGN SHALL COMPLY (2)1 "x 9 " LVL Flush Beam — I WITH THE BUILDING CODE OF NEW YORK STATE. a� Concrete I 1) AWC WOOD FRAMED CONSTRUCTION MANUAL Buttress (See Detail C101) Basement L > 1j"x 94" LVL Flush Beam I (WFCM) J I STEEL 2) AISI FRAMINGNDAPRESOCRIPTOIVE RMED METHOD FOR ONE- -3'-6%" 0 " AND TWO FAMILY DWELLINGS (AISI-S230) 14'-10%" J -X 13 6/ I 3) ICC STANDARDS ON THE DESIGN AND J I CONSTRUCTION OF LOG STRUCTURES (ICC400) 15'-0" - i rn `, 13'-8 REV: 0 N o Masonry­0pening for— __ 2'-0" L J I 10'x8' Garage Door _ l 1 j"x 9J" LVL Flush Beam - - - - -- -- (2)1 "x 9 " LVL Flush Beam 2'-0" 0 1 j"x 94" LVL Flush Beam PROJECT: o E . KOENIG Basement N 0 Basement Basement To Be 1 j"x 9�" LVL Flush Beam RESIDENCE Fire-Rated as Per =*� I 2025 Residential °X' Building Code of 1;1* 140 PARSONS BLVD. NYS. Basement To Be N Fire-Rated as Per EAST MARION, NEW YORK 2025 Residential I Building Code of - - - - I - - - - I - - - - - NYS. SCTM# 1000-37.-1 -13 I - - — DRAWING TITLE: I o I I ri I _JJ I I I I 4" Conc.Slab NOTES: I with #4 Rebar I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I I I 16"oc E.W. I I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I I beneath 2" I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Bluestone Finish FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I I I FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. I I I SEAL: DATE: APRIL 29, 2026 I I I I PROJECT NO: I I I I 1205-2026 DRAWN BY: PROVIDE HURRICANE STRAPPING P -10'� 10Y" „-4,-8" 2025IN RESIDENTIALCODERDANCE WTH OF ;E N`\ ' CO/V lJ� �� BDK I �� CHECKED BY: 13'-312 -0" 22'-8Y° NEW YORK STATE 13' 9" 22'-0" 10'4 -2° s SHEET NUMBER: ALL HEADERS ARE TO BE .� 54 (2)1,/"X 9 LVL UNLESS �•'�' 051 f 84 �C OTHERWISE NOTED E 10 1 ESS�o���� FOUNDATION STRUCTURAL REFLECT11VE FLOOR PLAN NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF SCALE: 114"= V-0" H 2 25 RESIDENTIAL CODE OF NEW YORK STATE 0 KENL•DESIGN•ASSOCIATES, Ltr 32'-0° 8-2 .� oil -0" 3' ''- '°'-3'" 4 KEHL DESIGN ASSOCIATES Lt c A I A A residential & commercial design o consulting I I I I I I I I I I 11 I I II I PO.Box 1675 phone: (631I 433-9084 Southold,New York 11971 E-Mail: ssbn654noptonline.net II I I I I I I I I I I 10" Square Columns 10" Square Columns 0" Square Columns Kehl Design Associates,LLC o formerly D A K Associates,LLC I 1 I OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be I I I I I I copied, disclosed to others or used in connection I I I I with any work or project other than for which they have been prepared without written consent. I I I 6" PC. Floor on 12" Wide x 24"Deep I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR Conc. Perimeter Monolithic I �' �t PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL Footing. COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (See Section) I I I I 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. I I II 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 _ -1 Departments, DEC, FEMA, etc. Verify all conditions, codes, — — — GFI GFI GFI GFI GFI = _ _ _— and requirements with such agencies prior to construction. 4' LED Lamps 4' LEGSLomps 4' LED Lamps I Basement Work Shop I I I FI Bilco "C" Door WORK NOTES: — Basement Work Shop 4' LED Lamps T8i 4' LED Lamps I with 24" Extension o R301 DESIGN CRITERIA AS PER THE 2025 RESIDENTIAL CODES OF 4' LED Lamps 4' LEUXamps 4' LED Lamps 3 I _ — _ -- NEW YORK STATE 3068 R301.1 APPLICATION BUILDINGS AND STRUCTURES, o VFurnace GFI c O AND PARTS THEREOF SHALL BE CONSTRUCTED TO Basement Work Shop Room o O SAFELY SUPPORT ALL LOADS, INCLUDING DEAD Lamps LED Lamps LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, C LOADS AS o�,0 o PRESCRIBED CR BEDSBY WIND THIS OCODE.ADS ATHDE CONSTRUCTION RUCCTION OF GFI Provide Outside to' I 4' LED Lamps 4' LEDISLomps 4' LED Lamps I Pr ne Air as Require � ` 0 I THE BUILDINGS AND STRUCTURES IN ACCORDANCE Ho it to Provide Proper ( WITH THE PROVISIONS OF THIS CODE SHALL RESULT GFI GFI I Furnace Co tion - IN A SYSTEM THAT PROVIDES A COMPLETE LOAD L �a H2O PATH THAT MEETS THE REQUIREMENTS FOR THE 3068 11 O O I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN Conduits under slab FI GFI - - - - - I - - — o THROUGH THE LOAD-RESISTING ELEMENTS TO THE a FOUNDATION. BUILDINGS AND STRUCTURES 4' LED%omps 4' LED'SLomps CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Conduits under slab o I I I DEEMED TO COMPLY WITH THE REQUIREMENTS OF I THIS SECTION. Basement R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN ' SECTION R301.1 THE FOLLOWING STANDARDS ARE I 22KW 4' LED Lamps I 4' LEDI8Lamps I PERMITTED SUBJECT TO THE LIMITATIONS OF THE D House THIS CODE AND THE LIMITATIONS HEREIN. WHERE Gen. I ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Switch at THESE STANDARDS, THE DESIGN SHALL COMPLY Basement I WITH THE BUILDING CODE OF NEW YORK STATE. Top of Stairs 1) AWC WOOD FRAMED CONSTRUCTION MANUAL 4' LED 1-amps 4' LEDnamps (WFCM) ( 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) I 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 4' LEDMomps I 4' LEDI8Lamps o REV. I I —— — — 1o'xs— —' Garage— —Do— or — — — Basement Basement � I - - I NOTE: ELECTRIC TO CONFORM WITH ALL STATE AND 4' LE(�BLamps � 4' LEC;SLamps LOCAL CODES. PRIOR TO INSTALLATION THE LAYOUT PROJECT: IS TO BE REVIEWED WITH OWNERS PRIOR TO INSTALLATION KO E N I G I I I , RESIDENCE NOTE: ALL CONSTRUCTION IS TO COMPLY WITH 4' LEDISLamps I 4' LE130-amps 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE , 140 PARSONS BLVD. I I 2024 NATIONAL ELECTRICAL CODES, GFI I AND THE 2024 WOOD FRAMING CONSTRUCTION MANUAL. EAST MARION, NEW YORK I I , I I _ - - - - - - - - - - - - - - CTM# 1000-37.-1 -13 I I I DRAWING TITLE: T_ 4 I I I WALL MOUNTED LIGHT OUTLET 110V OUTLET - - - - - - - - - - - - - - - - - - - - I I HANGING LIGHT OUTLET (� `li'TV 110V OUTLET FOR TV NOTES: (� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I I SURFACE MOUNTED CEILING `FY p 'n" 110V OUTLET GFI PROTECTED DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LIGHT OR 6" RECESSED LIGHTS ( GFI PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL G 4" RECESSED LIGHTS `li'REF 11 OV OUTLET REFRIGERATOR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR I LED SECURITY LIGHTS 110V OUTLET STOVE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I I I I I I I I I STOVE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. �F SURFACE MOUNTED CEILING FAN , 220V OUTLET DRYER SEAL: DATE: S O COMBINATION SMOKE AND APRIL 29, 2026 I I i i rEM BATHROOM EXHAUST FAN C D T CO DETECTOR PROJECT NO: A I A I I A SUPPLY AIR 1205-2026 FROM HVAC UNIT IN FLOOR PROVIDE HURRICANE STRAPPING /��E 0� "f`�_ DRAWN BY: IN ACCORDANCE WITH THE �� ` BDK 2025 RESIDENTIAL CODE OF r. t 4-$^ FROMLH HVAC UNIT IN CEILING N, / U '-10�' 6'-10/" O � k ;o CHECKED BY: 2' " NEW YORK STATE 13'4 22'-0" 10'-0" '-2" RETURN AIR rr SHEET NUMBER: FROM HVAC UNIT IN CEILING ALL HEADERS ARE TO BE o- 5-9" (2)134"X 9Y" LVL UNLESS w OTHERWISE NOTED UJ 1 F8 `\v� E101 BASEMENT REFLECTICE CEILING PLAN NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF SCALE: 1/4"= V-0" THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL•DESIGN-ASSOCIATES, u.c 5-9" KEHL DESIGN ASSOCIATES LLC 13'-9" 32'-0" residential & commercial design a consulting -9" 3'-3" 1'-9" 30'-11y" 8" 1D'-34" 10'-34" to'-3 4" PO.Box 1675 phone: (6311 433-9084 A ' A A Southold,New York 11971 E-Mail: ssbn654@optorline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: - - - - - - - - - - -I- - - I — — — — — These drawings and specifications including the I I 9 P 9 ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection -6" '-4y" -4" -9y" with any work or project other than for which they have been prepared without written consent. Covered Patio o © COPYRIGHT 2024 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 32'-0" SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT NOTE:Top of Kitchen Counter TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED to Act as Sill for Window. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Verify Height in field when ordering and being installed by contractor. ® 77� Acceptance of these drawings does not authorize the right to _ — TW38410 FWG608oR A21v _ 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, ___—_I_--- i U N and requirements with such agencies prior to construction. � Mud Roolm U --- M NOTE:2880 Kitchen Door to be a Thermo-tru Smooth Star or co � WORK NOTES: Equal, with Advanta Triple co co Pane Clr / Privacy / 2680 Washer Der R301 DESIGN CRITERIA AS PER THE Low-E Glass, U-Value 2025 RESIDENTIAL CODES OF .27 or les 5� Counter on tap of U its NEW YORK STATE Outdoor i I I , Half BatfiCOO, 3-9' 2'-1" 3'-6" 3'-0" -2" "' U er Cabinets `V Shower i I 17, 9„ 2 PP R301.1 APPLICATION BUILDINGS AND STRUCTURES, I I I I -10" -7„ AND PARTS THEREOF SHALL BE CONSTRUCTED TO I I ® I SAFELY SUPPORT ALL LOADS, INCLUDING DEAD jr80 Kitchen o Dining Room LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, e . I 13'-OY° SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NOTE:Provide Winterization Water PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF Drains for Ref. and Out- upper cabinet THE BUILDINGS AND STRUCTURES IN ACCORDANCE Door Shower I 5 WITH THE PROVISIONS OF THIS CODE SHALL RESULT 36"Ref. 10'-2" I � IN A SYSTEM THAT PROVIDES A COMPLETE LOAD _ _ > (2)1 "x 9 " LVL Flush Beam PATH THAT MEETS THE REQUIREMENTS FOR THE N �" o TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN c (2)1J"x 9 " o � ��� THROUGH THE LOAD-RESISTING ELEMENTS TO THE LVL Flush NOTE: 2680 FOUNDATION. BUILDINGS AND STRUCTURES ,,Beam-, N M Basement Door CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Attic o Access o �'3 to meet the Master o DEEMED TO COMPLY WITH THE REQUIREMENTS OF cn upper cabinet Requirements Bedroom i THIS SECTION. 5y^ 5Y2" 36"Ref, of the 2025 Ref. EECCNYS R301.1.1 ALTERNATE PROVISIONS jj�e { !nlEt 2 AS AN ALTERNATIVE TO THE REQUIREMENTS IN D�tect'or PERMIITTEDSECTION RSUBJECT 301.1 ETOOTHE LIMITATIONS LLOWING DAOFSTHEE Pantry 2 M Garage N i o Sp Co THIS CODE AND THE LIMITATIONS HEREIN. WHERE CD ENG or INEERED DESIGN IS USED IN CONJUNCTION WITH 24"Rqf. „ 3Y2° f o _ _ _ o THESE STANDARDS, THE DESIGN SHALL COMPLY Garage To Be -1 �- 2 WL ® - WITH THE BUILDING CODE OF NEW YORK STATE. Fire-Rated as Per --------- ----- S oCo 2025 Residential Line of Balcony Aboveor„ Building Code of - �3'-6" -3" 1) AWC WOOD FRAMED CONSTRUCTION MANUAL N YS. (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL 14'-3" _gy^ FRAMING - PRESCRIPTIVE METHOD FOR ONE- o - AND TWO FAMILY DWELLINGS (AISI-S230) 3'-10° 3) ICC STANDARDS ON THE DESIGN AND 0 0C. > CONSTRUCTION OF LOG STRUCTURES (ICC400) W/I o o W/l - - - ®i Q Living Room Closet o o Closet Q REV: 5Y Open Above ° o M 10'x8' Garage Door 2 ® 2880 POC DR -0" ° 3'- " PROJECT: 3'-1" `-8" KOEIC� �, �, I � k— � Master �_ I I 11C4 NOTE: 3080 Front Door to be _ Bathroom 0 I RESIDENCE Thermo tru Smooth Star or Equal, with Low-E Glass, CD 2 U Value .27 or less00 Cl.- - - - I - - -II - - - - 5 1 `��f II ' 140 PARSONS BLVD." 9 -9" L!21"i EAST MARION, NEW YOR K 17' 3080 TW21052 3 TW21052 I I JM' 168" '-11Y" 8" , 2" Bluestone 2-�^ + + I SCTM# 1000-37.-1 -13 Finish TW21052 TW21052 35' SETBACK DRAWING TITLE: ` -I = _ _ _ _ _ _ = 1 = _ -- _ _ _ = I- - _ _ - - _ - - - -- � � NEW FIRST FLOOR PLAN , — I I I I L I 2" Bluestlone Tread J I I - 6' NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE -10Y" -10 7'-�" -7V '-8Y2 '-01' -0" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 13'-9" 22'-0" 10'-0" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 5_g" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 29, 2026 PROJECT NO: 1205-2026 OF P—�E �� DRAWN BY: PROVIDE HURRICANE STRAPPING -\V J IN ACCORDANCE WITH THE `� �aN CO p f BDK 2025 RESIDENTIAL CODE OF �1 t i;T �� CHECKED BY: NEW YORK STATE 7x � FIRST FLOOR PLAN _ $HEET NUMBER: ALL HEADERS ARE TO BE �� -0_ � �� (2 1 i"X 9� LVL UNLESS v� � Al 0 2 SCALE: 1/4 1 ,OTHERWISE NOTED �� 05 6Sd 'C� . I NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, Li tr/d$�,.C°, ,�✓. / `. ".�:•SCF``s.'rr;•-/}/`.Fe��" /.:" 'N � A P ; All X I lit KEHL DESIGN ASSOCIATES LLC 32'-0' residential & commercial design o consulting 8 0'-3 4' PO.Box 1615 phone: (631J 433-9084 A Southold,New York 11971 E-Mail: ssbn654@optonline.net A A 0 s Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: - - - - - - - - - - - -I- - - — — — — — — — - - - - - - These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be I I copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. I Covered Patio o © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL M I I I Fan Fan I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT I I 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 I I EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I I I I Switch to I Rear Security Lights I I Acceptance of these drawings does not authorize the right to _I_ TW38410 FWG60 R A21v ^ - - - - - - build without the authorization of local governing agencies, such —'— uc as Suffolk County Dept. of Health Services, Town Building c Isg� FI ' ht Mu oom 7HWingunter Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Switch to -- ------ DWRear Security -- a x Lights GFI0)o co WORK NOTES: w � 3 i � 2680 Washer Dryer R301 DESIGN CRITERIA AS PER THE I Da GFI Counter on top of Units 2025 RESIDENTIAL CODES OF tdoor i _ L M Ro I NEW YORK STATE 0 hoover 3_g i i ®I Half Bath J os erUpper Cabinets Dry er N R301.1 APPLICATION BUILDINGS AND STRUCTURES, GF Hcngl�9 ining Roo AND PARTS THEREOF SHALL BE CONSTRUCTED TO Lg SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 2880 T V Kitchen ' LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, iSNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 3 Hang upper cabinet FI 4 4 e Li PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE Switch to D o 36"Ref. or i WITH THE PROVISIONS OF THIS CODE SHALL RESULT Front Security ORIFFI IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Lights a (2)1 "x 9 " LV Flush Beam PATH THAT MEETS THE REQUIREMENTS FOR THE Q GFI a - �, TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN o (2)1J"x 9 " t V �, THROUGH THE LOAD-RESISTING ELEMENTS TO THE cl Conduits N Beam FOUNDATION. BUILDINGS AND STRUCTURES under slab Attic o 2)1 "x 9 " LVL Flus Beam 1i"x 91" LVL Flush Beam CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE _ DEEMED TO COMPLY WITH THE REQUIREMENTS OF —Et °� THIS SECTION. LVL Flush Beam - 36"Ref. R301.1.1 ALTERNATE PROVISIONS l UC Light REF Mast Bedroom AS AN ALTERNATIVE TO THE REQUIREMENTS IN uc It= SECTION R301.1 THE FOLLOWING STANDARDS ARE 22KW F PERMITTED SUBJECT TO THE LIMITATIONS OF THE sous Garage Pantry ENGINETHIS ODE EREDADED THE SIGN ISLIMITATIONS USED CONRUIN.NCT ONWHERE WITH Gen. 24"Ref. ---- sD ee /oro N o _ _ THESE STANDARDS, THE DESIGN SHALL COMPLY If Dr GFI GF -__- - (2)1j"x 9j' LVL Flush Beam _ - - WITH THE BUILDING CODE OF NEW YORK STATE. ine of Balcony Above • of SD o 1 AWC WOOD FRAMED CONSTRUCTION MANUAL T 0 (WFCM)) ta b s 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) GFI 3) ICC STANDARDS ON THE DESIGN AND o < > CONSTRUCTION OF LOG STRUCTURES (ICC400) CL W/l C) o W/l REV: a GFI GF Closet Co Closet N 0 0 in M O Garage Open Above o Door r7 10'x8' Garage Door Motor V O POC DR F Switch to Li Front Security a PROJECT: Lights ° - - - - - - -Master KOENIG I A/c Ln CD athroom � RESIDENCE Comp I I NOTE: ELECTRIC TO CONFORM WITH ALL STATE AND Cl. Comp LOCAL CODES. PRIOR TO INSTALLATION THE LAYOUT 140 PARSONS BLVD. I N - I Switch to 3 a I Front Security IS TO BE REVIEWED WITH OWNERS PRIOR TO INSTALLATION 3080 Lights EAST MARION, NEW YORK TW21052 3" TW21052 Septic s M. GF sm ystem NOTE: ALL CONSTRUCTION IS TO COMPLY WITH SCTM# 1000-37.-1-13 ch toI + + Comp — - - - - - - - - - - - - - - - - - - FrontltSecurity -I - - - - - - — TW21052 " TW21052 35' SETBACK o 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE , DRAWING TITLE: I I Lights I — —— —— +— —--—— — 2024 NATIONAL ELECTRICAL CODES, - - NEW FIRST FLOOR - - - - - - - - — - — — — '— — — — '— — — AND THE 2024 WOOD FRAMING CONSTRUCTION MANUAL. REFLECTIVE CEILING PLAN — -6'-o° — NOTES: WALL MOUNTED LIGHT OUTLET 0 110V OUTLET THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 6.-t0Y" 6 Or2 7'- —i-7)/4" -V^ -0„ -O„ ® HANGING LIGHT OUTLET PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 110V OUTLET FOR TV FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 13'4 22'-0" 10'-0' TV DEIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 45, g„ ❑0 SURFACE MOUNTED CEILING `H'GFI 110V OUTLET GFI PROTECTED UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LIGHT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 0 4" RECESSED LIGHTS `hYREF 11OV OUTLET REFRIGERATOR SEAL: DATE: LED SECURITY LIGHTS `H' 110V OUTLET STOVE APRIL 29, 2026 STOVE PROJECT NO: A A A�s 1205-2026 SUPPLY AIR �F�F�F I'����y DRAWN BY: FROM HVAC UNIT IN FLOOR PROVIDE HURRICANE STRAPPING 3, 3, C0^� O� BDK ® SUPPLY AIR IN ACCORDANCE WITH THE * G� FROM HVAC UNIT IN CEILING 2025 RESIDENTIAL CODE OF ?, ;"�T NECKED BY: NEW YORK STATE * I FIRST FLOOR REFLECTIVE CEILING PLAN ® SUPPLY AIR R FROM HVAC UNIT IN WALL � �HEET NUMBER: ALL HEADERS ARE TO BE n - -. e., ;�, ® INTURN CEILING R TO HVAC UNIT (2)1 4'X 9r LVL UNLESS Gi�fj r �4 1' � El 0 2 SCALE: 1/4"= -0" RETURN AIR TO HVAC UNIT OTHERWISE NOTED %cESSION��-� IN WALL HIGH LOW NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, HE �',.®;� .'/ /.;�� t^ .i,,:>�r' 1� r f`•t4'.tea`*'`k O''�¢ � KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting NOTE: ELECTRIC TO CONFORM WITH ALL STATE AND P0.Box 1675 phone: (631)433-9084 LOCAL CODES. PRIOR TO INSTALLATION THE LAYOUT Southold,New York 11971 E-Mail. sslon650optonline.net IS TO BE REVIEWED WITH OWNERS PRIOR TO INSTALLATION _ Kehl Design Associates,LLC o formerly D A K Associates,LLC & NOTE: ALL CONSTRUCTION IS TO COMPLY WITH OWNERSHIP USE OF DOCUMENTS: 2025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE , These drawings and specifications including the ideas, design and arrangements represented 2024 NATIONAL_ ELECTRICAL CODES, therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be AND THE 2024 WOOD FRAMING CONSTRUCTION MANUAL. copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 0 y o r A A A A © COPYRIGHT 2024 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 5'-9" 5'-9"-- SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 13'-9" 32'-0" 13'-9" 32'-0" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 2'-104" 26'-2Y" 2'-104 2'-10 4" 26'-2Y" 2'-10 4" -�' 12'-9 �'-8%"- 8y2' 12'-9Y" - " Switch to Rear Security Acceptance of these drawings does not authorize the right to Lights 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, 21 3" "' 3" �' 3" 3" "' and requirements with such agencies prior to construction. CXW135R S.M. CXW135L CXW135R S.M. CXW135L CXW135R S.M. CXW135L CXW135R S.M. CXW135L - - 'V WORK NOTES: 12'-6" 12'-6" � ® 12'-6" 12'-6" ® R301 DESIGN CRITERIA AS PER THE NOTE:Top of Sash Stop NOTE:Top of Sash Stop 2025 RESIDENTIAL CODES OF to be Less than to be Less than 3� NEW YORK STATE 44" Above Subfloor. �" 44 Above Subfloor. Header to be Set Header to be Set 5Y" at 6'-101" Above at 6'-101" Above �^ R301.1 APPLICATION BUILDINGS AND STRUCTURES, Subfloor Subfloor AND PARTS THEREOF SHALL BE CONSTRUCTED TO /„ — - _ — 5/„ _ /„ /„ SAFELY SUPPORT ALL LOADS, INCLUDING DEAD > LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, ---------------- 2" o ----------------- o i SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Bedroom Bedroom i Bedroom Bedroom PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 3Y I 3Y" WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE I I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN SrrkCo Srr�kCo THROUGH THE LOAD-RESISTING ELEMENTS TO THE Attic Srr�kCo S o Co I Attic ® �JJ ��JJ FOUNDATION. BUILDINGS AND STRUCTURES Access \�JJ I Access ® ® ® CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 2868 �2irf�l I 2868 2 DEEMED TO COMPLY WITH THE REQUIREMENTS OF I 2 o Y S O CO 00 G 0U RTH3f0S1.S1.E1 ALTERNATE PROVISIONSQqSrJCO i ® C4 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE rn I M I rn Balcon Area M PERMITTED SUBJECT TO THE LIMITATIONS OF THE Balcony Area 2668 `r I y 2668 THIS CODE AND THE LIMITATIONS HEREIN. WHERE Bathr om — - - — 17'-9"- ® Bathroom I 17_9" Cl. _5� o �G I CI. 3Y" ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 3'-2" 3Y" I 3'-2" -5" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 3Y" I w it h at Y" T-9" 1) AWC WOOD FRAMED CONSTRUCTION MANUAL I I Switch for Top of GF "' I Living Room Irs "' (WFCM) 1 -10" 2) AISI STANDARD FOR COLD-FORMED STEEL Ceiling 17-9"-- FRAMING - PRESCRIPTIVE METHOD FOR ONE- I (3)I-"x 9i" LVL BEAM q' o I 2" 14'-5Y° I 14'-5Y" AND TWO FAMILY DWELLINGS (AISI-S230) I / \ I 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) w \��G i Attic REV: 5� � / \9��F I 5Y" Second Floor (3)I�"x 97WL p Utilities d I Open To Below L_ / I \ i S L----------------------------------- urnace --------------------------------- Switch for PROJECT: LU Open To Below 01 � , „ 2x10 RAFTERS I6"OC. 2x10 RAFTERS 16"oc_� �� \ �`�� 3Y„ _3'_ ^ 3 Lights to be Installed / O E w I \ in Main Attic Above r� (`•+tom' Y< JI \ I (3)I�'x 9�,' LVL BEAM I \ �' Second Floor Bedrooms (� t- - - - - - - - - - - - - -� ��) \ a, RESIDENCE ®1 1 1® / 12'-1 V" //5Y° 3'-9r 9'-1" \ 17'-9" 2xI0 RAFTERS 710C, I 2xI0 RAFTERS 16"OC. r� \ 140 PARSONS BLVD. / I EAST MARION, NEW YORK J _ SCTM# 1000-37.-1 -13 DRAWING TITLE: XIO RZXIO RAFTERS ; I SECOND FLOOR PLAN AFTERS 16 hi I I I I SECOND FLOOR REFLECTIVE CEILING PLAN NOTES: 22'-0" 10'-0" -22'-0" 10'-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE __ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 32'-0" 32-0 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL HELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT A A A A A A FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SECOND FLOOR PLAN SECOND FLOOR REFLECTIVE CEILING PLAN APRIL 29, 2026 PROJECT N0: -�� 1205-2026 E CF r„ RAWN BY: SCALE: 1/4"= V-0" SCALE: 1/4"= 1 -0' PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE �N J. CC, 7 BDK 2025 RESIDENTIAL CODE OF �! �� ,vi +ATE KED BY: NEW YORK STATE a NUMBER: WALL MOUNTED LIGHT OUTLET 110V OUTLET SUPPLY AIR ALL HEADERS ARE TO BE - :; I! I FROM HVAC UNIT IN FLOOR ® HANGING LIGHT OUTLET (2)13/"X 9Y" LVL UNLESS ��` -" `H'TV 110V OUTLET FOR TV ® SUPPLY AIR OTHERWISE NOTED 1 051684 J Al 0 3 SURFACE MOUNTED CEILING (� FROM HVAC UNIT IN CEILING 0�ESSICIo� LIGHT `H'GFI 110V OUTLET GFI PROTECTED ® SUPPLY AIR NOTE: PROVIDE FIRE BREAKS DOB NUMBER: OF 110V OUTLET REFRIGERATOR FROM HVAC UNIT IN WALL AS PER ® 4" RECESSED LIGHTS EF ® RETURN AIR TO HVAC UNIT THE 2025 Q IN CEILING RESIDENTIAL CODE OF w LED SECURITY LIGHTS 110V OUTLET STOVE NEW YORK STATE STOVE RETURN AIR TO HVAC UNIT 0 KEHL-DESIGN•ASSOCIATES, uc IN WALL y(,�.t��f a:_ b �✓e 1'6 �.i�iV 6$h'we L i.FR.A T�P /, KEHL DESIGN ASSOCIATES LLC A A A residential & commercial design o consulting PO.Box 1675 phone: (631)433-9084 WINDOW AND DOOR SCHEDULES- Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC _ -- -- - - - - --- - - - - - - - - _ - - - - -- - - - - - NOTE : ALL WINDOWS AND DOORS ARE TO BE OWNERSHIP & USE OF DOCUMENTS: - - - -- - - - - ANDERSEN 400 SERIES L O W-E 4 W / H E AT L O C K These drawings and specifications including the ( 1 ideas, design and arrangements represented I therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection I I FIRST FLOOR 0 0 R they any work or project other than for which I have been prepared without written consent. ANDERSEN WINDOW AND DOOR SCHEDULE ROUGH OPENINGS (SET @ 81 -011 TO MATCH DOORS) I - 0 - I VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR af w W UJI PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 00 00 00 00 1 WINDOW WINDOW WINDOW WINDOW UNIT DIMENSIONS MIN. ROUGH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE X N N N ( NUMBER SERIES TYPE LOCATION IUNIT WxH OPENINGS WxH SCREENS REMARKS SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT ffil 400 TILTWASH DH FIRST FLOOR WV21052 2'-11 "x 5'-4 " 3'-0 "x 5'-4 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED #21 400 TILTWASH DH FIRST FLOOR WV21052 2'-11 "x 5'-4 " 3'-0 "x 5'-4 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3 400 AWNING FIRST FLOOR AXC251v 2'-4 "x 2'-7 " 2'-4 "x 2'-8" WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING T41 400 TILTWASH DH FIRST FLOOR TIW3046 3'-1 "x 4'-8 " 3'-2j"x 4'-8 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING #51 400 TILTWASH DH FIRST FLOOR DW3046 3'-1 "x 4'-8 " 3'-2 "x 4'-8 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 6 400 AWNING FIRST FLOOR AXC251v 2'-4 "x 2'-7 " 2'-4 "x 2'-8" WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING Acceptance of these drawings does not authorize the right to — —— — — — — —— —— — — — ——— —— —— — 7 400 AWNING FIRST FLOOR A21 v 2'-0 "x 2'-0 " 2'-0 "x 2'-0 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING build without the authorization of local governing agencies, such — — — — — — — — — — — — — — — — — — — — —— — 8 400 TILTWASH DH FIRST FLOOR TVN38410 3'-9 "x 5'-0 " 3'-10 "x 5'-0 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING as Suffolk County Dept. of Health Services, Town Building 1 1 1 9 400 AWNING FIRST FLOOR A21v 2'-0 "x 2'-0 " 2'-0 "x 2'-0 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING Departments, DEC, FEMA, etc. Verify all conditions, codes, 1 400 AWNING FIRST FLOOR A\21v 2'-0 "x 2'-0 " 2'-0 "x 2'-0 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING and requirements with such agencies prior to construction. 11 1 400 TILTWASH DHI FIRST FLOOR I TM21052 2'-11 "x 5'-4 " 3'-0 "x 5'-4 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING I— —1 I 1 1 400 ITILTWASH DHI FIRST FLOOR I TM21052 1 2'-11 "x 5'-4 " 3'-0 "x 5'-4 " WHITE INSTALLED W 3" SUPPORT MULLION , VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING I I i i I 1 400 TILTWASH DH FIRST FLOOR TVrV21052 2'-11 % 5'-4 " 3'-0 "x 5'-4 " 1 WHITE INSTALLED W 3" SUPPORT MULLION , VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING WORK NOTES: R301 DESIGN CRITERIA AS PER THE I I 1 ( 2025 RESIDENTIAL CODES OF NEW YORK STATE FIRSTFLOOR EXTERIOR DOORS ANDR301.1 APPLICATION BUILDINGS AND STRUCTURES, I I I THEREOF PARTS B CONSTRUCTED SAFFE Y SUPPORTALL LOADS, NCLUDING TO DEAD —I- - - - - r — — — — — — I LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, I I I STRUCTION OF o 1 NOTE : ALL WINDOWS AND DOORS ARE TO BE SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS � __ I THESBUILDINGS AND CRIBED BY SSTRUCTURES IN CODE. THE ACCORDANCE I I w I � w 1 u I ANDERSEN 400 SERIES L O W-E 4 W / H E AT L O C K WITH THE PROVISIONS OF THIS CODE SHALL RESULT 1 I I IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE I o I o I o o I I VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN I 1 X ( X X I X 1 THROUGH THE LOAD—RESISTING ELEMENTS TO THE I ly I N I N N I N FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE LL I < I i i 1 DOOR DOOR DEEMED TO COMPLY WITH THE REQUIREMENTS OF o o I I NUMBER MANF. SERIES MODEL DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH ROUGH OPENINGS WxH COLOR REMARKS THIS SECTION. N I ( I CLOPAY T.B.D. T.B.D. FIRST FLOOR 1080 DR. 10'-0"x 8'-0" 10'-3 % 8'-2" T.B.D. VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1 I I 1 THERMA TRU T.B.D. T.B.D. FIRST FLOOR 3080 DR. 3'-1 "x 8 -2 ,X 3'-2 "x 8'-2 " T.Ei.D. VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING R301.1.1 ALTERNATE PROVISIONS 1 ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG6080R 5'-11 % 7'-11 6'-0"x 8'-0" WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING AS AN ALTERNATIVE TO THE REQUIREMENTS IN I 1 1 1 I THERMA TRU T.B.D. T.B.D. FIRST FLOOR 2880 DR. 2'-9 "x 8'-2" 3'-2 "x 8'-2 " T.B.D. VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SECTION R301.1 THE FOLLOWING STANDARDS ARE 1 I THERMA TRU T.B.D. T.B.D. FIRST FLOOR 3080 DR. 2'-9 "x 6'-10" 2'-10 "x 6'-10 " T.B.D. VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PERMITTED SUBJECT TO THE LIMITATIONS OF THE 14"x 14" LVL RIDGE BEAM (2)14"x 16" LVL RIDGE BEAM 14"x 16" LVL RIDGE BEAM THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 1 1 WITH STANDARDS, DESIGN COMPLY TH THE BUILDING CODE OF NEW YORKSTATE. I I 1 1 1) AWC WOOD FRAMED CONSTRUCTION MANUAL I I I (WFCM) 0 I 1 2) AISI STANDARD FOR COLD—FORMED STEEL I I 1 FRAMING — PRESCRIPTIVE METHOD FOR ONE- 1 w I (3)14"x 92" VL BEAM L-- � 1 AND TWO FAMILY DWELLINGS (AISI—S230) I < I 6 I SECOND FLOOR 3)CONSTRUC STANDARDS TION OFOLOG THE STRUCDESIGN TURES AND ICC400 1 � +� ' NOTE : ALL WINDOWS AND DOORS ARE TO BE ( ) I N N I � �� << � � I REV: �� G4` ANDERSEN 400 SERIES LOW-E4 W / HEATLOCK I I � Fy � (3)14"x 92"LVL BEAM � 0 > 0 0 N N �� `+, N i ANDERSEN WINDOW AND DOOR SCHEDULE ROUGH OPENINGS (SET @ 61 - 10 11211 TO MATCH DOORS �' I �` < I VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING LU 2x10 RAFTERS 16°OC. 2x10 RAFTERS 16"OC, �_ `� Fy I PROJECT: > I WINDOW WINDOW UNIT DIMENSIONS MIN. ROUGH ® I I I I J I NUMBER SERIES WINDOW TYPE WINDOW LOCATION UNIT WxFi OPENINGS WxH SCREENS REMARKS 1 L - - - -(3)13"x 9x' LVL BEAM 1 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'-0 " 2'-0 "x 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING `= = - - - - - - -� — 1 1 1 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'—O " 2'-0 "x 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING RESIDENCE I 1 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'—O " 2'-0 "x 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2x10 RAFTERS 16"0C. 2x10 RAFTERS 16"oc. ,� I 1 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'-0 " 2'-0 "x 2'-0 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1 400 TILTWASH DH SECOND FLOOR TW2032 2'-1 "x 3'-4 " 2'-2 "x 3'-4 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 140 PARSONS BLVD. 1 I 1 400 CASEMENT SECOND FLOOR CXW135L 2'-11 "x 3'-4 " 3'-04"x 3'-5 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2 400 CASEMENT SECOND FLOOR CXW135R 2'-11 "x 3'-4 " 3'-0 "x 3'-5 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING EAST MARION, NEW YORK L — — — — — — — — ——— — — — — — — —— — I 3" SUPPORT MULLION, VERIFY ALL GRILLE', HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING — — — — ——— — I 21 400 CASEMENT SECOND FLOOR CXW135L 2'-11 "x 3'-4 " 3'-0 "x 3'-5 " WHITE INSTALLED W QL- -- - - - - -- -- - DRAWING® 2 400 CASEMENT SECOND FLOOR CXW135R 2'-11 "x 3'-4 3'-0 "x 3'-5 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SCTM# 1000-37.-1-13 J 2 400 TILTWASH DH SECOND FLOOR TW3046 3'-1 'x 4'-8 " 3'-2 "x 4'-8 " WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING Elf I TITLE: �2310 RAFTERS 2x10 RAFTEf#S,_ L I6"oc_ 16"oc. ROOF PLAN AND X WINDOW / DOOR SCHEDULE NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WLL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL HELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE A A A DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN HELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 29, 2026 PROJECT NO: ROOF PLAN 1205-2026 �� % !. DRAWN BY: SCALE: 1/4"= 1'-0" PRaNACCORDANCEDE HURRICANE WITH THESTRAPPING ,00X\ \•- Cp/'�O } BDK 2025 RESIDENTIAL CODE OF 4;� sy h CHECKED BY: NEW YORK STATE f SHEET NUMBER: ALL HEADERS ARE TO BE " ' (2)13/"X 02- LVL UNLESS � ''84 ��\ Al 04 OTHERWISE NOTED ��U�fSSION��<t� NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEI IL-DESIGN•ASSOCIATES, nc Yx ELI LE t�. el -: III_ 1 I11 AliME Li , ILL !,! �� Li-Uu u�l�ull,�I KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting LL LI LLiLu ll� H LL iiLd�� 1 L1111LL1 LtLLI �i P0.Box 1615 phone; (631�433 9084 LIJ Southold,New York 11971 E-Mail: ssbn654@op tonline.net L 1LL1 ll 1L LI.11 � LI I�LJa LLJL II II IIIIII -Kehl g Design Associates,LLC o formedY D A K Associates,LLC L � �L LU I - ll I a OWNERSHIP & USE OF DOCUMENTS: J These drawings and specifications including the ideas re design and arrangements resented 9 P I�11 DullL therein, are the property of KEHL DESIGN LLH[L—t I�J II-111 ASSOCIATES, LLC.others part thereof shall be � LU � � q2 v copied, disclosed to others or used in connection LLlI L with any work or project other than for which they have been prepared without written consent. _ - N ol 7� © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR --4_16111161611 - 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 MIN. REQUIRED TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 3'- EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 0�' - —— —— — — - —- [:21�052]]� [7052] TW21052 TW21052 SIDEYARD SETBACK 0 MIN. REQUIRED 0 ACTUAL SIDE YARD - - - - - - - — - - 6-1 Acceptance of these drawings does not authorize the right to SETBACK IS 13.1' HL SIDEYARD SETBACK build without the authorization of local governing agencies, such ACTUAL SIDEYARD as Suffolk County Dept. of Health Services, Town Building IYTLF� SETBACK 1"; 16.9' Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ' - ti}: ::Fa' .a.�i C> f.y.. _ �F!r.. �.?`"^ a.4�: •�ti�'tt.r:. ir`a:. 1 k, - ,a.= -.•=� - ,>.: - MIN. DE YARD SETBACK 1 0 MIN SIDE YARD SETBACK IS 10.0 �:� <:,.: =�� 1:. I . SIDE IS 5.^:�;off'..., :�i'�' ,.Fes: .4: It In' ,1 timed.u' - - .�/.^�t Sn r i��Wit!:y� 1 - ij: WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2025 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 WEST ELEVATION PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE SCALE: 1/4"= V-0" 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 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL �JL- I 1 I FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 1 3) ICC STANDARDS ON THE DESIGN AND L a Ill-I CONSTRUCTION OF LOG STRUCTURES (ICC400) JL 1 _I l Li J I U i REV: LILI — — I Jll _111L IL L �- ILJ _EA PROJECT: LLLI� I _LI.I_- � K O E N I G J Ll CXW135 CXW135 CXW135 CXW135 E -LL H- RESIDENCE II IU J -LLI 140 PARSONS BLVD. 1 EAST MARION, NEW YORK 11111 , 111 IT SCTM# 1000-37.-1 -13 - DRAWING TITLE: A v ELEVATIONS MIN. REQUIRED AS NOTED L] 0 (IDEYARD SETBACKMIN. REQUIRED [__T�3841 0 o NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ACTUAL SIDE YARD DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE SIDEYARD SETBACK PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ACTUAL SIDE YARD SETBACK IS 13.1' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE SETBACK IS 16.9' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT MIN. SIDE YARD SETBACK IS . fl MIN. SIDE YARD SETBACK IS 10.0' FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ---------------- - ------ - --150'- ------ SEAL: DATE: APRIL 29, 2026 PROJECT NO: �A Or NE-11, 1205-2026 PROVIDE HURRICANE STRAPPING J,nCO'1G > RAWN BY: EAST ELEVATION O IN ACCORDANCE WITH ti I L BDK 2025 RESIDENTIAL CODE OF ' � I NEW YORK STATE - SCALE: 1/4"= V-0" -'`I-:: . r �7EET NUMBER: ALL HEADERS ARE TO BE ' <:� A201 (2)IY4'X 9� LVL UNLESS OTHERWISE NOTED \'uti'T,�.\ NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, HE s�ar`r,<.//..{.��.6'd-'�.e'�`d'/s'.r.<' •�°,f•'F.i°`A�,�,: t�'.f",s r � f4'F, f w Ent -� KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting PO.Box 1675 phone: (631 433-9084 \ Southold,New York 11971 E-Mail: ssbn6546optonline.net TT Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented L therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. TW2032 © COPYRIGHT 2024 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. I AX tv AX 1v Acceptance of these drawings does not authorize the right to MIN. REQUIRED F—FTW3046 TW3046 MIN. REQUIRED -y ' build without the authorization of local governing agencies, such 10'Wfs' REAR YARD SETBACK as Suffolk County Dept. of Health Services, Town Building FRONT YARD SETBACK Departments, DEC, FEMA, etc. Verify all conditions, codes, MINIMUM REAR YARD SETBACK IS A and requirements with such agencies prior to construction. MINIMUM FRONT YARD SETBACK IS 35' ACTUAL REAR YARD WORK NOTES: SETBACK IS 71.38' R301 DESIGN CRITERIA AS PER THE 2025 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 NORTH ELEVATION FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SCALE: 1/4"= V-0" 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 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 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) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: I I I I I I ill /:. L� PROJECT: KOENIG 11 '� RESIDENCE IlLry III - - 140 PARSONS BLVD. EAST MARION, NEW YORK -- ==- ------ SCTM# 1000-37.-1 -13 U—1 DRAWING TITLE: r A A 1vI Li ELEVATIONS M MIN. REQUIRED IN. REQUIRED - REAR YARD SETBACK T1TW21052 -10s AS NOTED FRONT YARD SETBACK MINIMUM REAR YARD SETBACK IS 35' NOTES: MINIMUM FRONT YARD THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ACTUAL REAR YARD SETBACK IS 35' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS HILL BE SETBACK IS 71' — PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 29, 2026 PROJECT NO: .`�,V�OF Alt8/ 1205-2026 C J. C DRAWN BY: PROVIDE HURRICANE STRAPPING Q), . IN ACCORDANCE WITH THE t - Gv BDK 2025 RESIDENTIAL CODE OF0�. 7. 2 CHECKED BY: NEW YORK STATE - ''' �: k cy, SHEET NUMBER: SOUTH ELEVATION _ ALL HEADERS ARE TO BE (2)1X 9Y" LVL UNLESS fij� `°4 _ SCALE: 1/4"= 1'-0" OTHERWISE NOTED �SSIONP��` A202 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DES IGN•ASSOCIATE.S, ur HURRICANE STRAPPING �,r r r �'s A�E` ✓ RIDGE VENT (2)IL"x 16" LVL RIDGE ¢ ----- -�-n AIR BAFFEL 2x10 RAFTERS 16"oc. l '� I1 1 R-49 SPRAY FOAM (CLOSED CELL) g" CDX ROOF SHEATHING INSULATION OR EQUAL ARCHITECTURAL GRADE R-49 SPRAY FOAM (CLOSED CELL) _ y U 2x10 RAFTERS 16"oC ROOF SHINGLES INSULATION OR EQUAL g" CDX ROOF SHEATHING GAF ICE AND WATER SHEILD HURRICANE STRAPPINIG 2X10 RAFTERS 16"OC.- ARCHITECTURAL GRADE ! ,�� II."X 118" LVL RIDGE KEHL DESIGN ASSOCIATES LLC c ROOF SHINGLES !! ,ice 11 OG 2X10 RAFTERS 16"OC,. (3)2X10 RAFTERS WITH residential & commercial design o consulting GAF ICE AND WATER SHEILD ! G. i I 8" CDX ROOF SHEATIHING 2X10 BLOCKING BETWEEN R-49 SPRAY FOAM (CLOSED CELL) PFjERs O !!!! ��/ J054III ARCHITECTURAL GRADE Hill INSULATION OR EQUAL x UnheaXAt�e \�v IIIII ROOF SHINGLES 2X10 RAFTERS 16"OC. c�` nnl GAF ICE AND WATER SHEILD P0.Box 1675 phone: (6311433 9084 !00 � 2�00 fill]Hill2X6 FLYRAFTER CONJSTRUCTION g" CDX ROOF SHEATHING 11 O^1 (2)14"X 16" LVL RIDGE Southold,New York 11971 E-Mall; $Sbn6540optonhne.net 01.0 -----_--JIwL- ARCHITECTURAL GRADE Al I I 2X8 CEILING JOISTS 16"OC. ! --------------- IX8 AZEK RAKE ----------------- ---------------------------- 1 ROOF SHINGLES 3 7 VENTED SOFFIT ----------------- - r- ----- ---------nTfl ---------------- - 24" AZEK SOLID CR=N 14"X 112" LVL RIDGE AND VALLEY R-30 UNFACED-INSULATION III11 IX6 AZEK FRIEZE BQ.ARD GAF ICE AND WATER SHEILD Kehl Design_Associates,-LLC 0 formerly_D A K_-Associates,LLC (SEE DETAIL A302) ! ,� !III! (2)I�"x 16" LVL ! , III II 2-" AZEK Soup CROIWN L" Z" OWNERSHIP & USE OF DOCUMENTS: !! IIIII R-49 SPRAY FOAM 4 (3)I X 9- LVL BEAM FLUSH BM. _i !00 i� IIIII (CLOSED CELL) "4PR 2X8 RAFTERS 16"OC. !01 , IIIINSULATION Dormer Open1" CDX ROOF SHEATHING These drawin s and s ecifications includin the Bedroom 3y" Balcony,�rea A21v o a g P gCDX ROOF SHEATHING !!OFIIIII to Living Room N 2x10 RAFTERS 16"oc. ideas, design and arrangements represented ! 1, �` " ADVANTECH HURRICANE STRAPPING therein, are the property of KEHL DESIGN ARCHITECTURAL GRADE !! ,� II111! SUBFLOOR 1u11 ASSOCIATES, LLC. No part thereof shall be ROOF SHINGLES ROOF ', IIIII 1VENT 3-D" �� (2)Ii"X 92" LVL IIIII HARDI-SHINGLE SIDING III copied, disclosed to others or used in connection GAF ICE AND WATER SHEILD , (2)I4"X 16" LVL HURRICANE STRAPPING 1, O, ! ! '� 11'-l0Y 9ye /" (2)I4" ^ 3 qF \ they an work or prepared other than for which 4 nn1 i I I Y project SEMI-FLUSH BM. FLUSH BEAM IIIII (3)Iz'X 9g" LVL BEAM 0 . I INSULATION OR EQUAL ! ^ "IIIII T " CDX ROOF SHEATHING ( FNT ! - x 9z LVL BEAM FPS , (3)IL"x 9�' LVL BEAM - t e have been re ared without written consent. 2x8 RAFTERS 16"oc. r- 00 ,� (2)I "x 16" LVL (2)IL, 92" LVL BEAM IIIII 60 ! SEMI-FLUSH BM. _ (x) A IN LVL BEAM 2 PROVIDE HANDRAIL IA PER © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR _-------2X PACKING AS REQUIRED� i (A S25 9L" F OOR OISTS 1 THE 2025 RESIDENTIAL CODE -IX8 AZEK FASCIA z xW AZEK WAISCOTTING (2)1 "x 92" LVL of NEW YORK STATE I PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL IX8 AZEK FASCIA III -X6" AZEK WAISCOTTING SOFFIT 12" COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _ FURRING AREAFOR FLUSH BEAM R-49 SPRAY FOAM ` 2X10 RAFTERS 16"Oc. 2"x6" AZFK WAISCOTTING SOFFIT 12"' __----------------- ---------- I POCKET DOOR IIIIIIII R-30 UNPAGED-INSULATION II (CLOSED CELL) 21" AZFK SOLID CROWN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 24" AZEK SOLID CROWN IIII IX6 AZEK FRIEZE BOARD I IIII II 16R INSULATION SOLE PROPERTY OF KEHL DESIGN ASSOCIATES LLC. THE RIGHT v 6 AZEK FRIEZE BOARD_ (2)I "x 92 LVL GIRDER I I IIIIIIII II 15T DBL. 2X6 TOP PLATE TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED IXIO AZEK TRIM BOARD 2X6 STUDS 16" OC. (SEE DETAIL A302) BOXED BEAM HARDI-SHINGLE SIDING 17'-DY" 3'-3� 17'-2 8" CDX SHEATHING EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I IIIIIIII II BLUE SKIN HOUSE WRAP PACKING Covered Patio I I IIIIIIII Kitchen 11 Pantry Open Above Open Above 10,4, l (2)Ig'x 92" LVL GIRDER 3 R-50 SPRAY FOAM (CLOSED CELL) (2)14"x 9z" LVL FLUSH BEAM 3 Livin Room Livin Room Acceptance of these drawings does not authorize the right to IXIO AZFK TRIM BOARD IIIIIIII 4 ADVANTECH II 9 9 INSULATION OR EQUAL (2)I "X 9 " LVL FLUSH BEAM IIII SUBFLOOR (2)I "X 9L" LVL FLUSH BEAM CROSS SECTION B build withoutthe authorization of local governing agencies, Such BOXED BEAM 4 2 I I \ 4 2 HARDI-SHINGLE SIDING 6X6 ACQ POST PULL ALL DIMENSIONS ( I IIIIIIII II \c )14 X 92" LVL FLUSH BEAM as Suffolk Count Dept. of Health Services, Town Building IX AZEK (POST WRAP) FROM REAR WALL OF -D * y p ' _D^ I IIIIIIII II (2)4 xS9z LVL FLUSH BEAM 4 ADVANTECH 2X6 SHOE 3 01 Departments, DEC FEMA etc. Verify all conditions codes, SIMPSON 6X6 POST ANCHOR 2" BLUE STONE MAIN HOUSE 1-4" 3'-D' VII VT \ SUBFLOOR SCALE: 1/4°= 1'-0" p Y g"X 18" ANCHOR BOLT PATIO ON GRADE \ 912" RIM JOIST and requirements with such agencies prior to construction. (2) #5 STIRRUPS JS2 x 9'" FLoo Jols s) Z 2X6 ACQ SILL (3)IL"X 92" LVL GIRDER (3�'�09h�ISLJYLT&R R-50 INSU TION (3)1,' 92" LVL GIRDER `� SILL SEAL AND TERMITE SHEILD 12" CONC. PIER \\ g"X 18" ANCHOR BOLT WORK NOTES: REINFORCED L." CONC. SLAB 14"X 92" LVL \ \ #5 HORIZONTAL REBAR MIN. 6" RCA BASE R 30 INSULATION FLUSH BEAM \ 14P R301 DESIGN CRITERIA AS PER THE 36"x 36"x 12" CoNc. FTG. \ 113T I I #5 VERTICAL REBAR 4'-o"oc. 2025 RESIDENTIAL CODES OF 3'x Box TUBE 3"Ix Box TUBE 3"X Box TUBE \ 13"x " Box TUBE W/(5)#5 REBAR EQUALLY \ \ NEW YORK STATE SPACED (E.W.) MIN.3'-0" H" P.C. FOUNDATION o STEEL COLUMN WITH STEEL COLUMN WITH STEEL COLUMN WITH \ STEEL CIOLUMN WITH H" P.C. FOUNDATION 1 o 12"x12 X4 BASE AND 12 xI2 XZ BASE AND 12 xI2 X4 BASE AND \ 12"xI2"X4" BASE AND o DAMP PROOFING BELOW FINAL GRADE DAMP PROOFING � � - R301.1 APPLICATION BUILDINGS AND STRUCTURES, 5"xl2"x�" Top PLATE 5"x12"x1" TOP PLATE 5"X12"XZ" TOP PLATE \\ 1 15"x12"X�" TOP PLATE n AND PARTS THEREOF SHALL BE CONSTRUCTED TO -6" -8" '-8" '-5^ 1 ( 5„ "' #5 HORIZONTAL REBAR PROVIDE HURRICANE STRAPPING SAFELY SUPPORT ALL LOADS, INCLUDING DEAD IN ACCORDANCE WTH THE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 3 0" 4" POURED CONCRETE (2)#5 HORIZONTAL REBAR 2025 RESIDENTIAL CODE OF SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SLAB WIT 10 GA. 6x6 WWM. \ NEW YORK STATE PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 20"x 10" CONC. FTG. o 0 0 0 20"x 10" CoNc. FTG. ALL HEADERS ARE TO BE WITH THE PROVISIONS OF THIS CODE SHALL RESULT w/(4)#5 REBAR (L.W.) ^� +- w/(4)#5 REBAR (L.W.) 21%" UNLESS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD EQUALLY SPACED AND O q X 9Y LVL ES �2' 0"� EQUALLY SPACED AND PATH THAT MEETS THE REQUIREMENTS FOR THE #5 REBAR 2'-0" SHORT 48"x 48"x 12" CONC. FTG. -O"-� �2,-0"� -O^ OTHERWISE NOTED 24"x 24"x 12" CONC. FTG. 48"x 48"x 12' CONC. FTG. 24"x 24"x 12" Colvc. FTG. #5 REBAR 2'-0" SHORT TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN WAY. FOOTING MIN.3'-O" w/(6)#5 REBAR (E.W.) w/(4)#5 REBAR NC. F W/(6)#5 REBAR (E.W.) w/(4)#5 REBAR (E.W.) WAY. FOOTING MIN.3'-0' THROUGH THE LOAD-RESISTING ELEMENTS TO THE BELOW FINAL GRADE EQUALLY SPACED. EQUALLY SPACED. EQUALLY SPACED. EQUALLY SPACED. BELOW FINAL GRADE NOTE: PROVIDE FIRE BREAKS FOUNDATION. BUILDINGS AND STRUCTURES AS PER CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE THE 2025 DEEMED TO COMPLY WITH THE REQUIREMENTS OF RESIDENTIAL CODE OF THIS SECTION. C RO S S SECTION A NEW YORK STATE R30AN ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SCALE: 1/4"=1'-0" 3 01 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 THESE STANDARDS, THE DESIGN SHALL COMPLY RIDGE VENT HURRICANE STRAPPING WITH THE BUILDING CODE OF NEW YORK STATE. AIR BAFFEL 2x10 RAFTERS 16"OC. 14"x 16" LVL RIDGE 2x10 RAFTERS 16"oc. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL g° CDX ROOF SHEATHING ! 2x10 RAFTERS 16"OC. 5" CDX ROOF SHEATHING (WFCM) ARCHITECTURAL GRADE ! �i 8 (3)2X10 RAFTERS WITH 2) AISI STANDARD FOR COLD-FORMED STEEL ROOF SHINGLES !! ,� ARCHITECTURAL GRADE 2X10 BLOCKING BETWEEN FRAMING - PRESCRIPTIVE METHOD FOR ONE- GAF ICE AND WATER SHEILD QG• !!! �i ROOF SHINGLES R-49 SPRAY FOAM (CLOSED CELL) R-49 SPRAY FOAM (CLOSED CELL) AND TWO FAMILY DWELLINGS (AISI-S230) RS Of of GAF ICE AND WATER SHEILD INSULATION OR EQUAL INSULATION OR EQUAL 3) ICC STANDARDS ON THE DESIGN AND R-49 SPRAY FOAM (CLOSED CELL) PF�E !/ UJ�Keated Attic INSULATION OR EQUAL Ly !! �i /-HURRICANE STRAPPING CONSTRUCTION OF LOG STRUCTURES (ICC400) !! ,� R-49 SPRAY FOAM (CLOSED CELL) I�"X 112" LVL RIDGE !! i� INSULATION �-2X10 RAFTERS 16"OC. 1-D" REV: X8 CEILING JOISTS I6"OC. / 2X8 CEILING JOISTS 16"OC' i" CDX ROOF SHEATHING 14"X 112" LVL RIDGE AND VALLEY VENTED SOFFIT !i i� I 1 ARCHITECTURAL GRADE (SEE DETAIL A302) �1'_D^� R-30 UNF CED-;r4SULATION HARDI-SHINGLE SIDING !! ,�/ I I ROOF SHINGLES I1 (3)IL"X 92" LVL BEAM �- !/ �i GAF ICE AND WATER SHEILD - -- -- -- --IHill I PROJECT: (2)I "x 16" LVL FLUSH BM. !!! /,� 2X6 FLYRAFTER CONSTRUCTION II e" CDX ROOF SHEATHING R-49 SPRAY FQArl (CLOSED CELL) INSULATION ! i 2x8 RAFTERS 16"OC. ! L l`'� IX8 AZEK RAKE 2X10 RAFTERS 16"oc. !!! , � 3� " 11 i Unheated Attic 24" AZEK SOLID CROWN 5" CDX ROOF SHEATHING !! i� Shower 1 I IX6 AZEK FRIEZE BOARD 1 I \O �1 8 !! �i Bedroom I I Attic 2-L" AZEK SOLID CROWN I R-49 SPRAY FOAM ■V.� ARCHITECTURAL GRADE ROOF / i I 1 4 HURRICANE STRAPPING (CLOSED CELL) II ROOF SHINGLES VENT %T �,� I I Second Floor �" 14"X 113" LVL RIDGE AND VALLEY INSULATION OR EQUAL HURRICANE STRAPPING- GAF ICE AND WATER SHEILD i� 1 I Utilities HARDI-SHINGLE SIDING 5 i g CDX ROOF SHEATHING g" CDX ROOF SHEATHING TOILET SHOWER \ 2X10 RAFTERS 16"OC. RESIDENCE 2x8 RAFTERS 16"oc. f1 0 3'I (VIP). DRIPN I I SUBFLOOR (2)14 x 92 LVL FLUSH BEAM (2)I "X 9," LVL BEAM 4 - 4 HURRICANE STRAPPING II II i ADVANTECH OUTLET RAIN I I - ADVANTECH SUBFLOOR 2X12 TOP PLATE 140 PARSONS BLVD. 2X8 RAFTERS I6"OC. 2X8 RAFTERS 16"OC. 2X PACKING AS REQUIRED �\ MMM (A S25 92" F OOR OISTS JS2 X 9Z" FL00 JOIS ) Fm 2X4 SUB PLATE Z X6 AZEK WAISCOTTING �71 - IX8 AZEK FASCIA Ix8 AZEK FASCIA EAST MARION NEV1� PORK IX8 AZEK FASCIA R-30 UNFACED-INSULATION R-30 UNPAGED-INSULATION I J"X6" AZEK WAISCOTTING SOFFIT 12" 2" AZEK WAINSCOTTING SOFFIT ------- I -/ ------------------------------- I="X 9-" LVL I I "X6" AZEK WAISCOTTING SOFFIT 12" a 2 I I I IX6 AZEK FREIZE BOARD I 2- AZEK SOLID CROWN 24" AZEK SOLID CROWN FLUSH BEAM I I IX6 AZEK FRIEZE BOARD (2)I11 92" LVL BEAM I I IX6 AZEK FRIEZE BOARD (2)I "X 92" LVL GIRDER DBL 2X6 TOP PLATE 2X12 BOTTOM PLATE I I SCTM# 1000-37.-1 -13 VENTED SOFFIT IXO AZEK TRIM BOARD I I 2X6 STUDS 16" OC. IX6 AZEK TRIM BOARD I I (SEE DETAIL A302) ? ^ I I - DRAWING TITLE: BOXED BEAM 3r i 3 2. Y 5, HARDI-SHINGLE SIDING - I I 8 CDX SHEATHING I I 6x6 ACQ POST I I PACKING I I BLUE SKIN HOUSE WRAP 2X6 ACQ POST WRAP D2)14"x 9t" LVL GIRDER Covered Patio Mud Room Half Bath Master W/l Master I 1 I 10'-0" I CROSS SECTIONS I I R-30 SPRAY FOAM (CLOSED CELL) IXIO AZEK COLUMN WRAP � I IXIO AZEK TRIM BOARD Bedroom Closet Bathroom INSULATION OR EQUAL I AS NOTED BOXED BEAM 1'-0" I I 6X6 ACQ POST ?"CDX CONTINUOUS I I HARDI-SHINGLE SIDING I I PULL ALL DIMENSIONS IL SIMPSON 6x6 POST ANCHOR 1 I X AZEK (POST WRAP) LOOR JOIST FROM REAR WALL OF 3„ 3„ I I I I NOTES: REINFORCEMENT ADVANTECH 4 ADVANTECH OUTLET I I 2X6 SHOE �"X 18 ANCHOR BOLTS I I I s IMPSON 6X6 POST ANCHOR 2" BLUE STONE MAIN HOUSE 4 SUBFLOOR SUBFLOOR (VIF). I I 8 I I I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE a x 18" ANCHOR BOLT PATIO ON GRADE 9 ' RIM Jolsr - DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS INLL BE (2) #5 STIRRUPS 1-4 _0" 1S2 X 92" FLoo JOIS S) S (AJS 5 X 9," FLO iR J01 'TS) 2X6 ACO SILL BLUESTONE TREAD B PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL tv�RIJ NSULATION -1 (3)14"X 9z" LVL GIRDER (3)14"x 9." LVL GIRDER (3)I�"X 92" LVL GIRDER R-30 INSULATION I I `� SILL SEAL AND TERMITE SHEILD FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 12" CONC. PIER -�- -----` -- -h---- ---------n-----------------17------- -- ------------n---- ----------- -------44- a"x 18" ANCHOR BOLT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR REINFORCED 4° CONC. SLAB i j i 14"x 92" LVL:i t I11 92" LVL 1 1 #5 HORIZONTAL REBAR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT MIN. 6" RCA BASE I FLUSH BEAMI I I I R-30 FLUSH BEAM I 1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. I I I I I I I INSULATION I I 1 1 #5 VERTICAL REBAR 4'-Woc. 36"X 36"X 12" CONC. FTG. I 11 I I 11 11 1 i I 11 II II II I i SEAL: DATE: W/(5)#5 REBAR EQUALLY I 11 I I I I I I I I 8" P.C. FOUNDATION SPACED (E.W.) MIN.3'-O" 8" P.C. FOUNDATION I Basement 11 I I Basement " Basement If Basement I I APRIL 29, 2026 BELOW FINAL GRADE DAMP PROOFING I 11 If I I I I I j DAMP PROOFING I 11 II II II I 1 �' PROJECT NO: I I I I I I I I I I I #5 HORIZONTAL REBAR CROSS SECTION 1205-2026 l i �T` DRAWN BY: I I 1 1 1 1 1 1 I I PROVIDE HURRICANE STRAPPING 11 I I I I I I I I (2)#5 HORIZONTAL REBAR Cj ';N ! ��1 BDK SCALE: 1/4"= V-0" IN ACCORDANCE WITH THE I 1 1 I I I I I I I I `' �'p � 1 I 2025 RESIDENTIAL CODE OF v \'^._.- y O CHECKED BY: NEW YORK STATE %aj o 0 0 0 20"X 0" GANG. FTG. ,,,�•,,. 2�C�C'�0'OClCF1Q. I --J I-J---1--- I I _ i I__ _ f L'-- ---_- rJ �� Lri Ti �•-_-_-_ __� -� w/(4)#5 REBAR (L.W.) - - �HEET NUMBER: EEUtJAL`_'SSf�Dal111JD -0„ � I O" I EQUALLY SPACED AND ALL HEADERS ARE TO BE ##5RRFm7A?'2Q'OSI RT 48"x 48"x 12" CONC. FTG. 2'-D" r 4 48"x 48"x 12" CONC. FTG. 2'-O"J 24"x 24"x 12" CONC. FTG. #5 REBAR 2'-0" SHORT 24"x 24"x 12' CONC. FTG. WAY. FOOTING MIN.Y-O" (2)13/"X 9� LVL UNLESS � J A301 WWM.YF�corr>N�Jd11n9Jlr�i'34'0" w/(6)#5 REBAR (E.W.) w/(4)#5 REBAR (E.W.) w/(6)#5 REBAR (E.W.) w/(4)#5 REBAR (E.W.) OTHERWISE NOTED OF �`� �� B�wvFFNUUALGIG, E EQUALLY SPACED. EQUALLY SPACED. EQUALLY SPACED. BELOW FINAL GRADE r EQUALLY SPACED. SSIONALE��'\ NOTE: PROVIDE FIRE BREAKS CROSS SECTION C AS PER DOB NUMBER: OF THE 2025 SCALE: 1/4"= V-0" 3 01 RESIDENTIAL CODESODS F 0 KEHL-DES]GN•ASSOCIATF,S, LLC vnll 2X RAFTERS 16"oc. a" CDX ROOF SHEATHING SIMPSON HURRICANE STRAPPING I �H c -- --- -- HURRICANE STRAPPING 14"X 14" LVL RIDGE BEAM KEHL DESIGN ASSOCIATES LLC� � 2x10 RAFTERS 16"OC. residential & commercial design e consulting g" CDX ROOF SHEATHING ARCHITECTURAL GRADE ROOF SHINGLES o P0.Boz 1675 phone: (631I 433 9064 GAF ICE AND WATER SHEILD Southold,New York 11971 E-Mail. ssbn654@optonline.nei \boo' e o I X 8 AZEK FASCIA BOARD S Kehl Design Associates,LLC o formerly D A K Associates,LLC_ P LFXQ� 2X4 FURRING 12"oc. OWNERSHIP & USE OF DOCUMENTS: HURRIC,ANE STRAPPING 2X6 CEILING JOISTS 16"oc. HURRICANE STRAPPING These drawings and specifications including the g" CDX; ROOF SHEATHING X 6" AZEK BEADED SOFFIT BOARD ideas, design and arrangements represented 2X10 RAFFTERS 16"OC. X 6" AZEK BEADED SOFFIT BOAR therein, are the property of KEHL DESIGN _ 2 4" AZEK SOLID CROWN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Unheated Attic X 6 AZEK FRIEZE BOARD with any work or project other than for which IX8 AZEIK FASCIA DBL. 2X6 TOP PLATE they have been prepared without written consent. "x6" A2EK WAISCOTTING SOFFIT 12"—1 2x6 STUDS 16" oC Storage Area I X 6 AZEK FRIEZE BOARD (3) 1-3/4" x 9-1/2" LVL GIRDER Top of Second Floor VENTED SOFFIT (SEE DETAIL A302) AJ20 x 94" Joists 16"oc o 2x6 SHOE 2,1" AZEIK SOLID CROWN 4" ADVANTECH7 "' 2x8 Mahogany I X 6 AZEK GIRDER WRAP L" AZEK SHEET MATERIAL RIPPED TO IX6 AZEK FRIEZE BOARD 4y"- < 2-8--� SUBFLOOR 2-6" J GIRDER SOFFIT WIDTH. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR HURRICANE STRAPPING ] 2x8 Mahogany PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL R-30 INSULATION g y -, (2)1�"x 9�" LVL Flush Beam � � 2x8 Mahogany COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE DBL.STUDS Top PLATE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 32"x32" Cut From 2x6 ASH 16"SHEATHING (2)1 "x 9 " LVL Hdr. AZEK COLUMN AZEK COLUMN TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED g" CDkC SHEATHING ATTIC 2x8 Mahogany AccEss BLUE SKIIN HOUSE WRAP EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. R-21 INssuLATION Provide T e "X" ,. yp 6X6 ACQ POST TO BE PACKED-OUT AS NECESSARY FOR CONSTRUCTION on all Walls and Ceiling 4" Conc.on HARDI-SIHINGLE SIDING Fire—Rated S Garage o OF A 12"X12" POST (V.I.F. WITH OWNER) Acceptance of these drawings does not authorize the right to Ceiling Vapor Barrier build without the authorization of local governing agencies, such and 10 M. as Suffolk Count Dept. of Health Services, Town Buuildin 6x6 WWM. Y P • � 9 Top of Deck 2x6 SHOE Top of First Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, 2x6 AC(O SILL _ _ _ _ _ _ __ _ _ _ _ __ _ _ __ and requirements with such agencies prior to construction. SILL SE4L AND TERMITE SHEILD a"x 18" /ANCHOR BOLT T f Garage e Slab #5 HORIIZONTAL REBAR #5 VER71CAL REBAR 4'-0"OC. WORK NOTES: 8" P.C. FOUNDATION (2)#5 HORIZONTAL REBAR SIMPSON 6X6 POST ANCHOR R301 DESIGN CRITERIA AS PER THE 2025 RESIDENTIAL CODES OF 20"x 10 CONC. FTG. NEW YORK STATE w/(4)#5 REBAR (L.W.) EQUALLY( SPACED AND R301.1 APPLICATION BUILDINGS AND STRUCTURES, #5 REB/AR 2'-0" SHORT ANCHOR BOLT AND PARTS THEREOF SHALL BE CONSTRUCTED TO WAY. FQOTING MIN.3'-O" PROVIDE HURRICANE STRAPPING SAFELY SUPPORT ALL LOADS, INCLUDING DEAD BELOW FINAL GRADE IN ACCORDANCE WITH THE 2025 RESIDENTIAL CODE OF LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, NEW YORK STATE SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE ALL HEADERS ARE TO BE WITH THE PROVISIONS OF THIS CODE SHALL RESULT CROSS SECTION A (2)1OTH WI LVL UNLESS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD FRONT PORCH GIRDER D E T A I OTHERWISE NOTED PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN SCALE: 1/4"= 1'-0" 302 NOTE: PROVIDE FIRE BREAKS THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES AS PER CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE THE 2025 DEEMED TO COMPLY WITH THE REQUIREMENTS OF RESIDENTIAL CODE OF THIS SECTION. NEW YORK STATE 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 WHITE PVC COATED ALUMINUM DRIP CAI' THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. RIDGE VENT 1) AWC WOOD FRAMED CONSTRUCTION MANUAL 5/4 X 4 AZEK HEAD PIECE (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— , 6 � 2 2 � AND TWO FAMILY DWELLINGS (AISI—S230) 2 s 3) ICC STANDARDS ON THE DESIGN AND 6 6 z 6 6 z 6 6 4 6 a a z 6 Ad 5/4 X 4 AZEK CASING AIR BAFFEL CONSTRUCTION OF LOG STRUCTURES (ICC400) 6 P 4 4 0 2 6 2 4 REV: R-49 INSULATION PROJECT: I X 6 AZEK FRIEZE BOARD I x 8 AZEK FASCIA BOARD 2" HISTORIC SILL ANY COMBINATION OF 2 4" AZEK SOLID CROWN CLOSED CELL SPRAY ®E N �G 4"X5z" AZEK CORNER BOARDS FRAMING DETAIL FOAM AND FIBERGLASS INTERIOR / EXTERIOR CORNER A WINDOW CASING DETAIL- INSULATION RESIDENCE CORNICE DETAIL 140 PARSONS BLVD. EAST MARION, NEW PORK g" CDX ROOF SHEATHING �� (2)-2 X 6 TOP PLATE �P SCTM# 1000-37.-1 -13 (2)4,1" x 9z" LVL HEADER ARCHITECTURAL GRADE DRAWING TITLE: 2� (2)-2 X 6 TOP PLATE (2)-14" x 9Z" LVL HEADER ROOF SHINGLES GAF ICE AND WATER SHEILD CROSS SECTIONS AS NOTED NOTES: X 8 AZEK FASCIA BOARD = = 9 INSULATION R—Lt THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE OCR' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE \ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL _ " = FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 00 w _J w �CD DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR w = cc) w = `�i UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Of FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. o O fC o 0-1 wo SPRAY FOAM STOP LLI2 SEAL: DATE:o I X 6 AZEK BEADED SOFFIT BOARD z z z I z V Z 2 X6 - 16" OC. ( STUD ) — 2 X6 - 16" OC. ( STUD ) APRIL 29, 2026 PROJECT NO: Cr (h tE OF,� 1205-2026 2 4" AZEK SOLID CROWN o o 5/4 X 3 SPRUCE PACKING w— S i,a/ DRAWN B X x PROVIDE HURRICANE STRAPPING I X 6 AZEK FRIEZE BOARD Nl1 U' a� t w w p BDK 511 2025IN C RESIDENTIAL RDANCE WCODE OF ITH THE � ,0 � J � 4 X4 BLOCKS Ri6tFTER INSULATION AND NEW YORK STATE 1; . a, y CHECKED BY: "X6 AZEK BEADED SOFFIT l :" ''Xi' * ' 2 SHEET NUMBER: 2 X 6 SHOE 2 X 6 SHOE FIBERGLASS SCREEN VENTING DETAIL ALL HEADERS ARE BE (2)13/a"X 9� LVL UNLNLESS I �� OTHERWISE NOTED �OF ��V A302 24 AZEK SOLID CROWN Fss►or���- MAIN HOUSE SOFFIT FRAMING DETAIL WINDOW AND DOOR HEADER DETAIL IX6 AZEK FREIZE BOARD NT,s. NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2025 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, L[C