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HomeMy WebLinkAbout50029-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ° TOWN CLERK'S OFFICE SOUTHOLD, NY "10 BUILDING PERMIT (THIS PERMIT MUST T ON THE PREMISES WITH ONE SET O APPROVET D PLPANS AND SPECIFIC TIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50029 Date: 11/15/2023 Permission is hereby granted to:. Panza Marcella 9 Rose Ct Alban , NY 12209 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 225 Landin Ln Green opt SCTM #473889 Sec/Block/Lot# 43.4-13 Pursuant to application dated 10/30/2023 and approved by the Building Inspector. To expire on 5/16/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,321.50 CO-NEW DWELLING $100.00 Total: $2,421.50 Building Inspector F!"o 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 : �"w Nyw. ogtholdtowr .��o Date Received APPLICATION FOR BUILDING For Office Use Only PERMIT NO. �L✓ Building Inspector:-4 „ 0.f 4J I 3 0 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: / 07- X1 ................. OWNER(S) - OWNER(S)OF PROPERTY: Name: - SCTM#1000- �ji7 OV- 01-:5 M V-� F' Project Address: 225 L.AN6!9 LANEE Phone#: 71�6 ` 0 _36(o6 Email: gLNF LW)E R(EA C)L,C 0 M Mailing Address: 0 -C,S LCLigLASA 10-t-A PV-'6y, LOU(iI As7w,4 � Y 1x(02. CONTACT PERSON: Name: KEAL- NE I4 A"OC- , (,.,1_C, c tf c_ Mailing Address: 2Gc Phone#: Emall: S �{ "J L DESIGN PROFESSIONAL INFORMATION: Name: Kc►4L ASSOC. L-LC Mailing Address: J-gSisvl!/4F_' L-AIVQ1-1-0LA . /V`f llqqi Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION oNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? XYes ❑No Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION �Si pit ` Existing use of property: "y �, 1� ,�,� Intended use of property: �_ � �� FAM X Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_qb this property? ❑Yes LANo IF YES, PROVIDE A COPY. ELCheck Box After Rr.mdiVP g: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): -j�, 7 -k-- f >e►uthorized Agent ❑Owner Signature of Applicant: , Date: /U-ZQ- Z3 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF si'F Ou4— Commission Explres April 14,2-a�j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ( is the - (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this "'"day of 20 Notary Public RROPERTY OWNERTIII givrII (Where the applicant is not the owner) S-F—F— Ait AC-q&N std EF_T I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Deortment Application AUTHORIZATION (Where the Applicant is not the Owner) Emmanuel Tzannes residing at 53-03 Douglaston Pkwy, (Print property owner's name) (Mailing Address) Douglaston, NY 11362 do hereby authorize Brett Kehl ............ (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Emmanuel Tzannes (Print Owner's Name) Town Hall Annex �`�t � � Telephone(631)765-1802 54375 Main Road �� Fax(631)765-9502 P.O. Box 1179 , w Southold, NY 11971-0959 ou a BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ID -2'7-ZZ Owner: Location of Property: ...__ .....G,1?u. Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X_ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): �X .. Floor framing, including girders and beams (F) X Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): M� N' ai_ Kitt Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Generated by REScheck-Web Software Compliance Certificate Project Manny Tzannes Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 1,855 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 225 Landing Lane Manny Tzannes Brett Kehl Greenport, NY 11944 249-36 57th Street Kehl Design Assoc. LLC. Little Neck, NY 11362 265 jasmine Lane 718-490-3666 Southold, NY 11971 Gldflwer@aol.com 631-433-9084 ssbn654@optonline.net Compliance: 16.2%Better Than Code Maximum UA: 468 Your UA: 392 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Sl alus...on..gu..asde tradeoffs are no longer considered ki the UA Or N•:erik-wirriance corrilpfiance path In RESc heck. II::a::h sls:lb-on...gu-ack aansseiinblly lien the sll..)ec:.lfled c::lirna;atta zone imust irneet the r ninimuin'i energy code linSu.skRtlion R...vallue and dc:*li°th a equ i ernes ts. Envelope Assemblies Ceiling: Flat Ceiling or Scissor Truss 970 30.0 19.0 0.021 0.026 20 25 Ceiling 1: Cathedral Ceiling 487 49.0 0.0 0.022 0.026 11 13 Ceiling 2: Cathedral Ceiling 487 45.0 0.0 0.023 0.026 11 13 Wall:Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 15 16 Orientation: Left side Door: Solid Door(under 50%glazing) 24 0.300 0.320 7 8 Orientation: Left side Wall 1: Wood Frame, 16"o.c. 688 21.0 0.0 0.057 0.060 26 27 Orientation: Back Door 2: Glass Door(over 50%glazing) SHGC: 0.32 95 0.300 0.320 29 30 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.32 24 0.300 0.320 7 8 Orientation: Back Window 2:Wood Frame SHGC: 0.32 56 0.290 0.320 16 18 Orientation: Back Project Title: Manny Tzannes Report date: 06/29/23 Data filename: Pagel of 2 Window 2: Wood Frame SHGC:0.32 56 0.290 0.320 16 18 Orientation: Back Wall 2: Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 15 16 Orientation: Right side Window:Wood Frame SHGC: 0.31 26 0.290 0.320 8 8 Orientation: Right side Wall 3: Wood Frame, 16"o.c. 688 21.0 0.0 0.057 0.060 34 36 Orientation: Front Window 1: Wood Frame SHGC: 0.30 85 0.290 0.320 25 27 Orientation: Front Floor:All-Wood Joist/Truss 1,855 30.0 0.0 0.033 0.047 61 87 Basement Wall:Wood Frame Orientation: Back Wall height: 9.0' 596 21.0 0.0 0.044 0.059 26 34 Depth below grade: 8.0' Insulation depth: 9.0' Window 1:Vinyl Frame SHGC: 0.31 12 0.290 0.320 3 4 Orientation: Back Basement Wall 1:Wood Frame Orientation: Right side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth: 9.0' Window:Wood Frame SHGC: 0.31 19 0.290 0.320 6 6 Orientation: Right side Basement Wall 2:Wood Frame Orientation: Front Wall height: 9.0' 596 21.0 0.0 0.044 0.059 26 35 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 3:Wood Frame Orientation: Left side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) SHGC: 0.28 21 0.300 0.320 6 7 Orientation: Left side Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirernens listed in the REScheck Inspection Checklist. r Name-Title Signature Date Project Title: Manny Tzannes Report date: 06/29/23 Data filename: Page 2 of 2 DATA e AE :A®tee ALARM/CONTROL PANEL WIRING DIAGRAM P.2 V N M V E THD ...�_. _ _�. �" �` gRWw .EA � rriT ^+T EL lO. 14' px.........-,.�� ....y p:. mR^ AyN9rrCmDM 9�te -"tl °AaxRpaW:Vnm inLP 0 aiN. 'O 1 .,_„•,®, i6Y'pFuV,':P B,PX-:46'LAV M rv.4 :=m_ '4y DARK LOAN IOL) p� Y •Y -+ Y KAY DRN.NDISILTIMLI PALE BROWN FINE TO COARSE SAND III GW «. „. rr , ..........,'GOY IFI-20 HIGHEST EXPECTED GROUNDWATER FLEV,1 rINUT -EOUR£T E AMUN¢mwC NI'M A SP 11 ICA "B� TTKY, ',,FK AXNON U'Vqe;µGk „,I '1i M✓ {yyy� p _rcm..e,...a pA'YLa.1.NGRGAN4TiwATER pAENp # a' .... ➢ .. A-p9+'lk„ � :. S- 4 ,AWd % FnJAn W1'II:'P I SSAt4 Y 9W p � � ••Y•eVW �. AxKWBP:N4MHa PPe PM Y'�_ !SWM- 4.Fi' ' WATER,W'PA'TE OPVNANN"a IQ Comm 6AHMI'gm I I X ......yY,... r k �tl �I ..........._.� \ INLET MATAA AdN LLYPT MKlWW PY PIT PPpp l PE m q, © ,we AMY�� M7kJ KYN 6NdA 0.AIkEW Sllb¢ 9W r •• sa�.INAwAa a M Jn Y ..-""�...... uluwu,. ar '., F` GEOSA:IME'.flDYATNEmDGMNAAEGR' �INRAO'x`-MA""K'S""d'M"A"LRA'AYOONMOY{P,Nn4 QELAMA,�IOXPNYaWNY) „J F 11 aaui INTAKE wa. q�+ ,"�„°"" ••.'""•""'""" LOCATION MAPVACANT GRINe eEflENCOUNTEREOLor Jz 1- Low GRIDS PLAN VIEW S 57'05'00r' E 115.00 �% a GENERAL NOTES 0 L Ie'MANHWE ITM IB-MANH_C 24'NINHdE�. CAMMMR yCPmMWA4I' MW E Alwfi ..p' A 1 ALLMATERIALSANO METHODSOFCWSTRUCTONSHPILWNFMMTOPESTANDARMMD XA'GEST �a I :R ENT OF '°u9nM �n}"" SPETHSETKNSOFTHELOCAL TOWN OR VILLAGEPNDTHESUFFOL%CWNtt DEPAAM O . G.......,,,,,,... l_7 ... -.yM.. ��&RFNUI O ! 1' .NMRq IMG C��yy NIl ^ GI - „ • - BOUND SERVICESAS PEOUIREO COX PoM flIMM! 9GMCIW INS Ar ,y r••.: AFPJLG 22 ELEGRGPHICWFORM4n NCEDTOTHE NADSS DAUA0.WICN5 Pl50ATED w - P N i TICT APWLB,202]ELEVATKINS ARE REFEAENCEO TOTHE NAVM BB DAVM 4 .w Mom GARAGE T DEEP LEACHING ALLOW 10 , F,EL AA ,,,• MAMPOSEOEDPAMGHANA4%A,JA'I G mm IOWA R^tl� p 6 y, THE CONTRACTOR 5HALLFIELO VERIFY IHELWAnONAND DEPTH OFALL UTILRIE5PFlI0RT0 INSa """'"'"' �L�x. . TEC T CTORISADVISEDALLSUBSURFACE no OSEDlU'%C5'x20EFP t C,..,,,,,,,,,"I I"- PROPOSED YEMTO s ry.L Uw wtt"q.dq�- %NI9a a THE CWWNGEMENT6NORK H ON RA I .BN YNNNRYAE@0 'p'"'N. Ci--------____ IIII. WFORMATONSHOWNONTHEBE PLANS IS CONCEPTUAL AND MUST BE CONFORMED LEACHING GALLEY ITYP Of III ` .,, i ' THROUGH ROOFWITM S I ACCORDINGLY IN THE FIELD m rt m �✓"• - y 13 AOMUN FILTER N CMAX&i4eCFa.. A,WMLh WMWY NN:NMATKEN �-T ONY NA y AN'Y P A TO BE M?RIiAINEOBETWEEN WATFTEN ER LINES,STORM DRAINAGE PNR'OR BPNITARY LINES OR LIS LONNECTEDTOPUBLKWATER ', p,pl P' 'YOB M1I. WASTE OR To Fur ¢ OO u� h.�`r �� EPARATIONO [Imill.s.q �y STRUCTURES 4AAA,GNM4ANAN iF 11. 11 lANw'N hNARE.NOBQlOSARE R LLy N e'.M" M'-M1' A-dv' NhMrN X N THECONTRACTOR SWILL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE fJ y of iW CWMENCMGWOM t4t41 NN®A'R4'NBMN `ll dUl'LGWIN AtlOY YAUNIT W. 'TNR d a A40.'4W YMY+tlBE MITEi!Po'/A&.LN00EiiM4NiHAA1,B'&D'AWXNAEdgIF;H ACY,NJOg}4M„EI'VR11H YpNVN AYt 'w pW%I MEDIA 1� D ,y ..........•..e1d _ _ AM4.M MSSASMPA'r' I:Apm CS;pANTY DdA1§Ak7ASBt"RAG:AA,iA .'AMXNASANtlTMWpDEB,,S",CTKIR MI MLB'F wr a � iR�mY a $� °o 'ttam¢AesrNa anu.wdrrswAme 'MPa n5whTBB _^ R G Erol 31B ..r ._. 8�. Ism.., S ...SECTIONA-A VIEW ON B-B VIEW FgGean USA uwRM' .._.___._......._. R W II RCa I -aI - / ALLPRECASTSTRUCTURES WILL INCLUDE SUFFICIENT STEELREWFORCMEM FOR SYSTM NWEAN USA �^ « E. SECTION CEN-7 TEMPER H-20LO INGAT THE OVER 4CONDITPHO TO SHOWN ON HE THE PLANS TOWITHSTAND � 1PJU �^p AASHTO H-20 LOACINGAT THE WVEk CONDITIONS SHOWN ON THE FIANS VA PROPOSED W laoM DELCE-7 A BSJ p/rJ OOr C A 5 r B ALLPRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4W0 PSI 120 DAY STRENGTH --.:PMOaBMWU,TBRBEx'RDE Stmctural Drawing CONCRETE PG%NfOEWEOTAY.SERWCE : 0 SANITARY PIPE TO BE SDR35 PJC OR AS SPECIFIED ON PLANS GIEANUSACONTROLPANFL """ "' """ "" ""'" "' """ '""""""'"°"`"""" """"°"' "•tl„"" """' `„„""'"" °"" """` 10 DURING COHEIR UCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTU7ED AS PROPOSED911 iMIWAiS@TDM&... IpI ��N" IIII NECESMRY TO PREVENT THE TRANSFORi OF SE01MENTTOOFFSRE AREAS,PONDS, PLNCay R1 CONIX- FUJI CLEAN USA MAC'118 LOWER TO BE �mmIII ll� w � ��Il�mm DRAINAGEINlETS.,ETC THE METHWSAND MATERWLS EMPLOYED INTHE WSTPLUITIONAND CONTROL PANEL WIRING DIAGRAM P.1 SINGLE FAMILY RESIDENCES INSTALLED GN A 0 P&SLID ANO ED It DISOWNED """""' MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK A toclouTR4YI.PSL 0299 OSTIA,THIS%mU`l GUIDELINES FOR EROSION AND SEGMENT CONTROL' ONRECTED TO 1R ^^'"" p IIII""i�I11T" "flP I�u, IIS II ""W PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRIC IAN FOR MAKING PROPER ELECTRICAL CONNECTIONS, "III �mm Ij�p I��Pµ& �mm111"Wu llll IIID �� INLET "X.111 INV T LIIII"W.114 �"�wl (A COPY OFTHISODIGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE), 11 ATTHEEOPTIMUM MOISTURECOWTENNT,ASOETERMNEeM STANDARD PRROGT'TOR'ESDMSITv III I "V III 'G g„ µ ""tltlWW � �uN � � w WW �M L„, 66L���,,, °� wR PLEASE NOTE:CONTACT DISTRIBUTOR UFUJI CLETHIS ND OTHER NELDOECONTOLLEEOUIPPD WRHA TIMERORTIMING OENCE PLEASE Iz LBraREa l2 BSB SF SCALE r=Ja.a• "� "� ,„„A��"" °G a�.�6 CONTACT YOUR DISTRIBUTOR FOR THIS AND BTHER ALARMICOMROLLER UPGRADE OPTIONS., 1e THEREARENOWELLSWRHIN157OFTHEPROPERTY 4 ,PSI, ...••••••••••............. F P II T •,-•-..•"•"".....,.., ih Am{ TOWS iy V6 hies -N h!k III"« W.. `N V Aa,„ r- ANTI-BUOYANCY I CONCRETE I a 5J 2 .m . Q `© Q � — Y,A y idM 4 1 F 9 V IT81 J. I E ' MAN r i i i "r ie'' mm SFr rrmAI<ill=m APPROVAL TIRIF A �CI t� :w I r x r G L IVT w«.� .. L e 1 Hq apB YV11 zr:.N�Nttox,l.., ..m d J;4pF YhMM CONCRETE DRYC ISDLMFM L SUMERGEMoI ET B7 B WVCF 1 A YMI NMIMn':IkRArI: p Md f T �,;a111WC,11 y-.��"PIVUVIN..H"�aV..ru cia,VONI-YYIV 'Rb^C , 4 rAART„1C/'N f SOIL: DRY IIIDLBCF SATURATED 117 LBICF NET S]LWCF Y NMYM MWAIN�- V• �ry N IQ INCH STAINLESS TEEL -_ ..r d Cb,MFl% CABLE WITH THREADED . _ ,...�.. I PATUMMIN N. POLYLOK 2O'0.BOX p�y,Wp:a. •• EYE TAN ANSLOOPSOVER"""•"'+„ SUOrrOM MER OF TANK EL 17 L... ,... - -. -._- 1 DMYOIkN„NS "rp MNrM w.r, en'II"A 3 HIGHESTEXPECIEDGROUNDWATEREL2D I MVEN Dtl�kNDy&CI E . TANNBUCK APPROVECR AIN 1 MAI A A«40BDX P4XNi^iDRCA'. n JNNM'tY' TURNeIwKLEsaRAN I; DNW�fE:RIP.AAµ 'ED�ASKY4"x �ANKEMPTYn,��;A,'TE, 10Jtl�'202s �,„^e �`IY IL7. R20 i32� PART NLAL-HDPO Mdr'L7MYAL 1 M � �N,AI M '^'^ MATERUL-HOPE _n GN..�.N nWA4 ..* 4 SSRN UCIQEWI TOiIALfPEN4Ai SUBMERSIONDEPTH 3T 83 SFXOB%A24 PCF=-I Bee LB P A"tNTy Fon gnpa,Jw W"Y!kAhAIflV4 yC N@A'A 4A I14TE,BNL01 q d qN y$CK."i ___ AZN pwllm Y"" TURNBUCKLE " 1 RS _ DIMENSIONS ORLMGX15FTWOEXBTFTTALL-e CFTOTAL DRY Gx HDIY(ANJ.�H D�.IF��H,�PPP�ICJV�� Nf YI"iC mak•*44 SS HAROW 1Eh41TB' NET WEIGHT SUBMER OF INWATER ISOBcFe CFXBiBLBR5=5PB LB Toaxot Go NA.roI A d ^.. d' ":k.wM g�1,:;.01I „• ^ •• q iy A a p 1p PRECAST REINFORCED [XTERNAL COMPONENTS(CDYPRESSDA RGIJDR PJMPSI PROVIDED RI OTHERS )r ItAI Y.fI' l 011 Y0 3tjfJ'I l'�.u.y 1VIl Y^Y, CONCRETE SOIL WEIGNTPBOVE CONCRETE DEAD"AT FULLSUBMEflSONIB oT APPROVED 1HERVNIY fROTCCTEO PUMPS �LV11 M_ t I.cr Il A VAA ➢l la II I a T WN Arym'C"'Y +^ ni.r wd"�o° OEAOM4NB%15%M� N�OF SOISOILSU 60 FT= =5 WATER54 CFXB3 LBICF=W,4Bl LB HOST BE U.L. y81' ':IX1 IY I110 'VV'ia' DIrp .0111 AWPC:.I", PJ SAnN n�. Np .d"I'.y„m w r kE' AN,TLBUOYANCVCALCUTAT0 41THOB'SUBMERSION ........ IIY fi11ll it....YY dl Id Y.0 i.^. *e Map II tl I:"IItl VvWI\f 013 "mom w'r'Po+ B...L•, ......... ➢ev�f DESIGN BUOYANCY oF TANK(SUBMERGED a BI.l,eee Le TEMPERATURE RATING OF FIELD INSTALLED WNDUCIIIRS MUST BE A,LEAST 140 DEG. F... al'*"wNA'''nlar ¢'qY' 160 DEG L.X. TERNINOL SIR IPS AND GROUND LUG USE COPPER[INDUCTORS ON&Y. POLYLOK 3017 20H6 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL FUJICLI A CEN 7 ANTI BUOYANCY DETAIL DTALNETANTIAVDYANGY,B,B1B B LOYNELT em ND LUG IN PANEL,D A SECURE EARTH GROUND ✓" a�� l .Ou..sI���:: NETANT BUOYANCY OF DEPDMANm 52S LB%2=L1052 LB FIELD MINING SECTION ry p A""" r MY I:CIN 1 I',. 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LOT 113,MAP OF STERLING ILEO4(IJ9 FILED FUJI CLEAN TREATMENT SYSTEM BOXBOX DET LEACHING GALLEY DETAIL NOTE 1755 Si bee Road W267M S,FILE NO 4XU9 _ N;MJwOPEPrrcD�ETJLNUJFXXN uANITARYSEPTIC SYSTEM PROFILE P�CASTIXAY B`M OawnhY 225 LANDING LANE OF PE AST FUJICLEAN CONTROL PANEL AND BLOWER DETAIL GREENPORT,NY T+RNraA'aDGs+RR''OA�PPeo�oEOEo�7 Metti[uck,New York 11952 ........_..�..._...._.._�, AL NorroscALE Osie 91/72023 631 296-1986 631 296-2651 Fax NOT TO SCALE www.condonengineering.com SANITARY PLAN 4 3�(t - 1.3 soya ss�ss 9 GENERAL NOTES: C DN' T C TSAFETY NOTES: RESIDENTIAL O S: S NTIAL RENOVATION & CONSTRUCTION R A 0 R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: 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. 2 FIRE SAFETY; 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. tdC 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A I11� 1. DESIGN ASS®�'IATES, 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. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz 1615 hone; 631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. p � J 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: ssbn654Coptonline.nel 3, 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. Kehl Design Associates,LLC o formerly D A K Associates,LLC Y 9• F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. '��'�'---y���;��;��r •- /�/��y;;i��--�>--�•/;n:; -.;�--;,..,",:,�,,y�-�;,r- 4, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b, Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNLHSHIP USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI 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. 7. PLUMBING, ELECTRICALS, ETC, Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9, Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 9. Fv 285 Fb = 2600PPIS1 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. 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. 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. ALL DIMENSIONS ARE: ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR la RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, t OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA L GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION �� �O SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION 8301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. COa7TRV``'" LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" JM:0:D:E:R::ATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. ��� � �� EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE e TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1, GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED r (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ��®��� '® � EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) , ENGINEER b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301,2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.i, IS 180 MPH (290kps) OR LESS. E DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TABLE R301.2.1.2 WIND-BORN TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS o,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 r TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) RESIDENTIAL CODE OF NEW YORK STATE. � 8301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f 50 h INCLUDING DEAD LOADS, LIVE LOADS ROOF LOADS FLOOD LOADS SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED ;PROJECT: ` No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 10 8 HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 500 INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF NO. 10 ANOOOR WITH 2 16 12 9 LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES `! %V7 HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. BASETHE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMSR301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY 30 Ya INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THEErm EX. =17'-2" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16s 2020 BUILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH t%1" STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. M FOR SI: 1 inch = 25,4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) G FOR SI: a, This table is based on 180 mph ultimate design wind speeds Vuit and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 23'-2" 1 POUND PER SQUARE FOOT = 0,0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 4 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. . Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 225 LANDING LANE APPLIED OVER A 20-SQUARE-INCH AREA. � �±p c b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into GREE t NPORT, 14Y 1 1,q 944 LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. � 4 OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTF1#1000-043-04-013 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ##2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE ;DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. OF NEW YORK STATE. SiCTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES "ES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Rojects shall comply with one of the following: 1 Section R401 through 8 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2 Section 8405 and the provisions of sections 8401 through 8404 indicated as "Mandatory" BASEMENT 1848 sq.ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 TO ACTNDS ON AN AREA CONCURRENTLY EQUAL AL TO 1 OTHER ARE LOAD REQUIREMENTS.LOAD NSEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA EX. FIRST FLOOR NA (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR 1848 sq.ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL DE q . THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYUGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc Sue d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZANE llFACTORb VFACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL RNALUE SPACEa FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOO b,e RNALUE RNALUE1 RNALUE BDEPTH R•WLLUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGF! PRQFFESSIONAL ASSUMES NO LIABILITY FOR OM!.41SIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT '. UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COWIENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+d' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I I I CODE OF NEW YORK For SI: = 1 foot = 304.8 mm SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less JUNE 15, 2023 ' NEW GARAGE 348 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. Ill WWII A% 11111L E © COPYRIGHT 2023 KEHL DESIGN ASSOCIATESOft , LLC. BONUS ROOM NA 6. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1148-2023 2,THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN MAI M VALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Ot 1'�� � DRAWN BY: I. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW, �t ,', SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. Y �„ r interior of the basement wall. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT �` �� �• CpY") BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD '� DECK NA MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the House Drawn 2203 Sf. WRITTEN AUTHORIZATION. �° \ '•f I CHECKED BY: BALCONY NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ♦ basement wall plus R-5 continuous insulation on the interior or exterior of the home, "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROOF TOP DECK NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Max. Allowable House 2431 Sf. KEHL DESIGN ASSOCIATES, LLC. = � W SHLLi NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS COVERED FRONT PORCH 121 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. c R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to /0, In. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN < $� POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 0 PROOF OF PURCHASE. ` � ;' 20 /o Max. Lot Coverage = 2530 Sf. �S ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e Reserved �` O\F IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE fReserved C� Acceptance of these drawings does not authorize the right to build Without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. House Drawn 2455 Sf. ' (a) WITHOUT STORAGE gAlternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19, the authorization of local governing agencies, SUCH OS Suffolk County Dept. DUB NUMBER: OF (b) WITH STORAGE hThe first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. i plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i.Aass walls shall be in accordance with Section R402.2.5, The second R-value applies when more than half the construction. V MDESIGN•ASSOMTES,uc insulation is on the interior of the mass wall. SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION .,, s;', ; ,. /4. ., USE A MINIMUM OF TWO Bd NAILS THIS MTS20 LTS20 ;:,. ::' _,,,.,, .. :, .. . ✓', DOUG SIDE OF CEILING JOIST i,.i �� 11 liY1l1� L'17_JE iI a - 1 L SIDE OF TRUSS. PROVIDE (1) HGA10KT ON / ALLOWABLE LOADS 2 LOAD • " x �_ FASTENERS WITH TOTAL FOUR /. ® o ° AND ON SIDE OF RAFTER /' LATERAL -- - MODEL GA UPLIFT UPLIFT CODE N0. TO AVG Bdx`1 REF. 8d NAILS I i In (133/160) TO TO f A + RAFTERS/ PLATES STUDS ULT. F f2 NAILS INTO TRUSS _- STU 8- § �u 15:111 i 1 �y TRUSS (133) (160) _ ° i}al _ I' # L fir_— � I 160) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - vu DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 i DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o ART °x12 c PO.Box 1675 phone: (6311433-9034 MODEL GA AVG 2 RODE INTO . . • ° Southold,New York 11911 E-Mail: ssbn654@o tanline.ne' NO. MAX. CLEAR ULT. LFTA LFTA PLATES p WIDTHSPAN L QTY DIA 14" 2" 21" 3" 31" 1}„ 2 21" 3" 34" s INTO T S P 4 1 Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL LFTA 16 21" 17" 381"16-10d — 4200 1205 1400 5, 44, 85 STUD r ° JWNERSHIP & USE OF DU(UMENIS: DOUG—FIR LARCH / SO. PINE o° ; FASTENER S2 ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 14" CODE °° These drawings and specifications including the NO. ULT. REF. LFTA ideas, design and arrangements represented Tod 1O x 14" (133 / 160) (133) (160) LSTA21 °° therein, are the property of KEHL DESIGN ° Simpson Strong-Tie ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °° HGA10 copied, disclosed to others or used in connection TTTT with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 DETAIL "ice" they have been prepared without written consent. ART�'x12 a J LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 COW DETAIL 'tE�r STU 5 COUPLER NUT 8 { DOUG-FIR-LARCH/ Equal number of °° �SIMPSON S0. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF, specified nalls In TAKE-UP WASHER MODEL CONNEC— OF LOAD nd FLOOR ROOF 133f each N0. TION (100) (125) 160 e Simpson Strong-Tie G 515 645 670 CS16 ARTS"x12 ) LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 i MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOEDOWN CODE ARTJ'x12 STUD DEFLECTION DEFLECTION MODEL LENGTH OF BOLT 2,3 AT HIGHEST MACHINE AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE HB SB W H 8 SO CL DIAs,e LOAD DESIGN O° GA GA DESIGN o DIA 12" 2" 2}^ 3" 34" 54" LOAD WHEN RAISED E OFF QTY o THE SIL PLAT 0 0 HD2A 16 12 4a" 2 2 8" 2T°6" " 1�6" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG W L Sl'UD PLATE ULT. (13 3)'DF / SP (16 0)' RODE N0. 'i 5P4 34" 7J" —10d x 1 J" 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL o ND GA yy L NAILS FLOOR (133) (160) REF. o0 1G0 WORK NOTES: LSTA21 20 11" 21 1 —10d 905 1205 1295 7. 40, 90 00 ! MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o ,aD Simpson Strong-Tie STU g"- NO. GA W L NAILS FLOOR (133) (160) REF. MSTA24 18 1 24 18-10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON ®T FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE '' NO. L END (TOTAL) SPACING REF. HD2A TAKE-UP WASHER GA CUT LENGTH (TOTAL) 2 (LENGTH L (100) (133 / 160) CO������ ��i`� � OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2t ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 1 CS16 150' 14" 16 CLEAR SPAN +3t" 16 7, 40, so NOTED. FAILURE TO COMPLY WITH ALL NOTES s ��+� U e E`30% MODEL DIMENSIONSFASTENERS DN. -FIR AR H PIN ALLOWABLE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION I J aS NO. GAw H B 1HHEEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— i CERTIFIED r� ".9,,� LUS46 18 34" 411" 2 — 4-16d 4-16d 6076 1140 1160 1-11000 — 1150 1250 7, 40, 127 DETAIL "I„ v VV B Yi COUPLER NUT P�®�����®� AL HUS210-2 14 3b 9{36" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART�'x12 STU 5 — i DOUG-FIR ARCH PIN ALLOWA LE OA S MODEL FASTENERS AVGSIMP FT UPLIFT LATERAL CODE 8 SON E11,11, 11',JE E NO. GA ULT. (133/160) REF. TAKE-UP WASHER TO RAFTERS TC PLATES TO STUDS (133) (160) F FZ HGA10KT 14 4—SDS'"x12" 4--SDSJ"x3" 1523 435 435 1165 940 160 PROJECT: USE A MINIMUM OF S P 4 TWO 80 NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT S P 4 TOTAL FOUR / m �SE A MINIMUM OF • Bd NAILS TWO 8d NAILS THIS SIMP° LSTA21 " ANCHOR BOLTS FL : INTO TRUSS SIDE OF TRUSS, MTS16 STU a'— 1 MTS16 T KE OUP WASHER SIMPSON TOTAL FOUR HD2A Strong-Tie Bd NAILS I1II �_ .... INTO TRUSSLSTA21 . t TWO F1 AIL ° 4 TO d PLATES °®° EIGHT 8d NATWO a 225 L NDI'�G t NE EI ° NAIL IL `1 INTD INTO DETAIL "All if . STUD Simpson Strong-Tie PLATES °®° GREENPORI', NYI1 094444 H7 EIGHT / IN NAIL ® DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie H7 Simpson Strong-Tie SCTFv`,§1000-043-0�I-013 LFTA RDD SYSTEM DETAIL "L" LFTA EFTA DRAWING TI I LE: Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22,3 cu.ft, per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG—TIE DETAILS I'• 1st FLOOR 3•' THROUGH ROOF 4"IITHROUGH ROOF 2nd FLOOR V—D" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. S 3" 3., 3 / ROOF DRAINAGE 3 3 3„ ROOF AREA =2600 sq/ft 2 CALCULATIONS AND POWDER BATHROOM#2 MASS ER 3 LTP4 P 4 2.. LqW Roots IOTCNEN BATHROOM V = A x R x c PLUMBING RISER DIAGRAM .• Aoow 2.. 3.. 2. 2 • �' 2 ' A = 2600 sq/ft i LTP4 2'D 1st FLOOR R = 2" RAINFALL = .17 ft FLOOR 2.. .. 3, .. 2.. 2 — — r LTP4 C = COEFF. = 1,0 3 3�' 1NTHE E PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF T1 „ 3' V = 2600 x 1 x .166667 = 433 C.F. C. DETAIL C„ 3.. 3 4” F.A. VENT t DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMEPITS WILL BE -3" ABOVE GRADE , PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL ' Simpson Strong-Tie C.0., �.o., FT _ LTP4 DETAIL "B" Floor-to-door Connections g .pp• g C.O. 4� OSEPT CW SYSTEM USE 2482DIAEPOOLL6FT0/DEEP 102 V.F. I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. TH[ Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISI0IJS DUE TO U'lKNOWIJ OR TO 3' 3' 3' 3' 4' 4' LTP4 UNFORESEEN FIELD CONDITIONS AND OR ADDITIOIJS BASED UPON COMMENTS NOT Detail OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie 3 Floor-to-Floor Connections 433 / 22.3 VERTICAL FT. / FT = 19.4 SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER 2 2 USE (4) 6' DIA, POOL 5' DEEP = 20 V.F. _ JUNE 2023 PROJECT NO: TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED >✓y�? , 1 148-2023 AMOUNT CALCULATED FOR EACH CASE, 4.. 4" RUMR POOLS TO BE PLACED ON OPPOSITE SIDE OF 1 �,� o��a co,r�� � DRAWN BY: PLUMBING RISER DIAGRAM (NTS) HOUSE AND/OR LEADERS TO BE PIPED TO ' ,� ; T NU SUBSTITUTIONS BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 'i •'``' �`;';--� �. CHECKED BY-- NO R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 's;;i' � All gaming hardware shown on these plans, % POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC # . z, unless otherwise indicated, is Simpson Strong-Tie, 11 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 AN SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION . `16$A SHEET NUMBER: g 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 ) No substitutions al^e approved or authorized, SS1Q�P� COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 2203 Sf.Drawn Due to the relationships of framing hardware to CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. House ALL COVERS TO BE TRAFFIC BEARING F LOCATED IN AREA 1 ' the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS Max. Allowable House 2431 Sf. i 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 JI null and void, and will result in the installer/contractor DOB NUMBER: OI assuming responsibility for the design and USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL t 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 20% Max. Lot Coverage - 2530 Sf. BE DIVERTED TO EACH POOL, (D IEIaDESIGN•ASSOCIATES, tc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ` rIW r _r8 �lil t1 t1L rt_iJ E og"; 3'_8" 6'-2" 3'-8' e„ KEHL DESIGN ASSOCIATES LLc 318'-3' 7'-0" 14-11 7'-0" -0" 3'-0" residential & commercial design • consulting '-0° P0.Boz 1615 phone: �631)433-9084 Southold,New York 11971 E-Mail: ssbn654Coptonline,net 20'-9Y" 19'-5" 20'-11Y" Kehl Design Associates,LLC o formerly D A K Associates,LLC .�..,, ,err /"`•- o:•.0 -._- _,�, Wall at the Top of Stairwell E 3D OWNERSHIE' & USE OF DOCUMENIS: Foundation to be 12" Lower 30 than the Main House Foundation These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, C C y LLC. No part thereof shall be copied, disclosed 1 " to others or used in connection with any work or project other than for which they have been N 2 0' 3y2' prepared without written consent. 0 3 D o J = 3Y" o O Q) C O L� -0 O O 2" p t i I n Co � 8 0 0 Cn a-+ Li `o o , 13'-1Y4 m I cp CV In O L� co '8 12'-1 - ' Bedroom —e fi 381 1 COMBO ) 1 COMBO cir-N 301 N n N ® DETECTOR TOR ° 1 �DEIECTOR U ll'-3Y4' ® '-3/a' 1 15'-4)/4" ® ' il?868 1 1 Stairwell Foundation 1 1 1 c00 cWalls to be 1" Lower 16 than the Main House „ 1 14-tt�” ° 2 U COMBO -15" ' ® 1 Foundation 2J M (1)14"x 2' LVL Hdr. 28681. ° D TOR `WORK NO]ES: 4Y"'��-1-2' 1 28,1)8 �1 11'-10„ c� . . 100 1 L till CD 2 �' 1�° oom` �-4" Bath Bedroom z 0 3Y' m ' 1 2' a 1 N N Roor� 1 I 1 N ° J0 c: 752 ICD w V-6" 20'-4" o 1 1 c I ctrl epti AAF/W Tras , A 1 2' 1 °' Hater u 1 3 1 o "T N I ® sL � ai- � i� la - ® ® a - ® r ® ® C r L_ I o o O s - - - - - - - - -- - - - - - PROJECT: — — — — — — — — — — — — — — — Waste 24" Apron c E D Line xo� 0 0 9 24'-3Y' 1H z W-1" ,6'-„" 225 LANDING LAKE 3'-0" 17'-1" 9'-1° 3'-0" CREENPORT, NY 1194 t 6'-2" 3'-8° r SCTrv.f,-1 000-043-04-0 Vto -DRAWING TITLE: PROVIDE HURRICANE STRAPPING BASEMENT FLOOR IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT, HEADERS ARE TO BE `,SEI: ISSUED FOR: DATE: BASEMENT FLOOR PLAN (2)14"X I LUL UNLESS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 NOTE: RESIDENTIAL CODE OF 6EAL: DATE: 1) ALL EXTERIOR HEADERS TO BE (2)1j"x 94" LVL HEADERS UNLESS OTHERWISE NOTED NEW YORK STATE JUNE 15, 2023 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE PROJECT NO: rA 1148-2023 c� �`-�� DRAWN BY: 3) ALL INTERIOR HEADERS ARE TO BE (1)1 j%9�" LVL WITH 2X ON FLAT ABOVE AND BELOW �P a, E © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE T co10NY C7 BDK (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT * �� oyt� H WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CHECKED BY: SPECIFICATIONS FOR BLOCKING AT JOIST WEB. House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE rfi PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ``� " �` Ei NUMBER: Max. Allowable House 2431 Sf. _ r° ` •�SIQP�p,�• Acceptance of these drawings does not authorize the right to build without the authorization 20% Max. Lot Coverage = 2530 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such Doe NUMBER: of House Drawn 2455 Sf. agencies prior to construction, Al LLi_L--1 r rI II -� �� q 1 6'-2" 3-8KEHL DESIGN ASSOCIATES) >LLc ' " - 3-$• residential & commercial design a consulting 14'-3Y2" '-11N 13'-10T2 '-0 Z" -6' 3'-0" r P0,Box 1675 phone: (631)433-9084 D"'-D 4 2'-0" 2'-0" Southold,NewYork 11971 E-Mail: ssbn654@optonline,ne1 P�4 ' " 2 U W4. Kehl Design Associates,LLC o formerly D A K Associates,LLC Wall of the Top of Stairwell OWNERSHIN & USE OF DUCUMLN S: Foundation to be 12" Lower 2'8"x 1'6" I 3'_p" I o 2'8"x 1'6" I 1 I I1'6" I I T-0" 2'g"x than the Main House Foundation BASEMENT SLIDER I I BASEMENT SLIDER I I I I o °� BASEMENT SLIDER I I o ;� ( I a °� These drawings and specifications including the — — — — — — — J L_ — — J L K, ideas, design and arrangements represented _ 9 P \�� - - - -J L - - - - -1�- - - - - - - -- -- - - J L - -J L - - - - -.� — - - - - _1 therein, are the property of D.A.K. ASSOCIATES, 30 LLC. No part thereof shall be copied, disclosed w� I ° others with 43„ '„ , ° 14"x92 LVL — — — —. 14„x9„ LVL to t ers or used in connection wi any work 1 _ —14x9 LVL— — _ _ _ _ _ - - - -a z- - - - - - - - - - - - - - - - — y — - - - - - - - - - - - - - - - - � y or project other than for which they have been wc� �x�. — — — — — — — BOX 1 BOX Bm 1 I prepared without written consent. bov/ 4" Poured Concrete Slab 1 :t " w/ 10 ga., 6x6 wwm. and 6 ml!I, poly vapor Barrier I 1 8" Poured Concrete 8" Poured Concrete 4" Steel Column Foundation Wall Foundation Wall 4" Poured Concrete Slab 3 o I on w/ 10 ga., 6X6 wwm. and 24% 10" Conc. Fooling 24"x 10" Conc. Feeling 2'x2'zl' Cane. g 6 mill. poly vapor Barrier o 15'-3Y ., Fig. w/(3)#4 0 (Min. 3'-0" Below Final Grade,) (Min. S-0" Below Final Grade.) 2 I N o I Rebar E.W. N Equally Spaced i, 0. m �Abovv I o 11 � I — I I Header , Beam —17'-3" 12'_0• 4" Steel Column J 1 I "A" 4" Steel Column 4" Steel Column on 4" Steel Column 4' Steel Column on on on / on I �' 3'x3'zi' Conc. C 1 (2)14"x921" LVL O 3)14"z9 ' LVL G der o 1 B 2'x2'x1' Conc. 2'x2'z1' Conc. 2'x2'xl' Conc. boypJ 2'z2'x1' Canc. r Flus7i Bm. Fig. w/(3)#4 B 1 Fig. w/(3)#4 Fig. w/(3)#4 1 Fig. w/(3)#4 Fig. w/(3)#4 I 1 - Rebar E.W. 1 1 Masonry Rebar E.W. Reber E.W. Equally Spaced Rebar E.W. Rebar E.W. 1 1 ( oil Iopening for n Equally Spaced Equally Spaced Equally Spaced Equally Spaced "I ti I 13068 Door 2 0 Qn 2' 0" q Y P q Y P q Y P - q Y P 1 Bra. 1 I Poo. 1 (2)14"X921" LVL Girder ='o (2)14"x921" LVL Girder (2)14"X92!" LVL Girder (2)14"x92" LVL Girder e� (2)14"x921" LVL Girder ='o (2)14"X92' LVL Girder Stairwell Foundation I I I Bm. Walls to be 1" Lower I 8" Poured Concrete 1 Poc. ,_i" -1" '-0" o than the Main House 1 I Foundation Wall 5'3"x2'xl' Conc. h— 5'_3- 21'_ WORK NOTES: Foundation I 1-6" I Fig. w/(4)#5 — — — 24"x 10" Conc. Footing I Reber LW. and 2-�" 0 22-8 �I (Min. 3'-0" Below Final Grade.) J I (5)#5 Rebar S.W. - I 1 y 1-2" i Equally Spaced 1 4" 2'-11Y" '-1;" ( L J .c 22'-zY" 4" Poured Concrete Slab 1 r I'liche area to be w/ 10 go., 6x6 wwm. and XL 1 I I 48" down from the 6 mill. poly vapor Barrier o_ 0 F3S-11,Y2"— top i'�6'- of Foundation 1 i 20'-11 2 1 18'->Y" 8" N N J d L_ — , ( 8" Poured Concrete , l 1 1 Foundation Wall �, _� 4" Poured Concrete Slob c 8" Poured Concrete I 1 1'-6" 124"x 10" Conc. Footing 1 w/ 10 go., 6x6 wwm. and Foundation Well 1 " (Min. 3'-0" Below Final Grade.) epti N 6 mill. poly vapor Barrier 8" Poured Concrete Al 1 1 " I o Trash �( Foundation Wall I 1 A 3u 24°x 10' Conc. Footing —� 1 I 1 L— - - - - - - - - - - - - - - - — - - - - - U — - - - - - -1- - - - - - - - - - - - - -;r- - - —1 (Min. S-0" Below Final Grade.) 1 I �' o I l �-- - - -- -- -- - - -- - - - - o� - -- - - - - -1 r - -- - - � I� oo,- - - - - - - - - - — - - aste J 1 I I I I 1 I I 24"x 10" Conc, Footing 1Lne J (Min. 3'-0" Below Final Grade.) 15'-9" 1 I " ,PROJECT: 1 !,r - - - - - - -- - - - - - - - L - - - - - - - - - -- -- - - - - -- -- - - - - - Il " 1 — ——_ —_ Masonry a2Lening for — — — — — — — 1 l 2-0 i t k' 4" PC SLAB L - - - - 12'z8_GarageDoor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - W/ 10 GA. 6x6 WWM. AND 6 MIL. POLY 24" Apron c VAPOR BARRIER #5 HORIZONTAL REBAR 2'-0"oc. o " T 2:A R i811 7% -2� -2 s �.a #5 VERTICAL REBAR 2'—O"oc. 8" P.C. FOUNDATION WALL #5 HORIZONTAL REBAR 2x4 KEY WAY #5 HORIZONTAL REBAR 24" x 10" CONCRETE FOOTING �r+ LANE 3'-0" BELOW FINAL GRADE, (TYP.) ��� ' ®IV WITH (4)#5 REBAR L.W. AND #5 16'-i" CREEt�PORT, NY 11944 REBAR S.W. AT 2'oc. Garage Apron Detail 49'-1' 3 a• s_2" 3'_8" SCTM#1000-043-04-013 `DRAWING TITLE: FOUNDATION PLAN Window Headers to be PROVIDE HURRICANE STRAPPIN" Constructed with IN ACCORDANCE WITH THE (4)#5 Horizontal Rebar with 2020 RESIDENTIAL CODE OF (4)#3 Rebar Stirrups Equally Spaced NEW YORK STATE ±SET: ISSUED FOR: DATE: with 6° Bearing on each end FOUNDATION PLAN �3'-8"� ALL EXT. HEADERS ARE TO BE Door Headers to be : Constructed with � (2)1/X 9/" LVL UNLESS (4)#5 Horizontal Rebar with NOTE: OTHERWISE NOTED (4)#3 Reber Stirrups Equally Spaced * 1) ALL EXTERIOR HEADERS TO BE (2)1 j"x 9�" LVL HEADERS UNLESS OTHERWISE NOTED ' wih 6" Bearing on each end Window Lintel B NOTE: PROVIDE FIRE BREAKS 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE _9" AS PER SEAL: DATE: 15, 2023 THE 2020 3) ALL INTERIOR HEADERS ARE TO BE (1)1 x9 LVL WITH 2X ON FLAT ABOVE AND BELOW RESIDENTIAL CODE OF PROJECT N0: r NEW YORK STATE �— 4 PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS 1148-2023 �— ( ) >. P.111, DRAWN BY: Header Beam °A° SPECIFICATIONS FOR BLOCKING AT JOIST WEB. L, ����(?r j*'J. BDK Window well #4 Reber 5 N J. co , C�.., Provide 2x8 p`� Np CHECKED BY: ACO Buck Lodger set into wall © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE , and Epoxy into lace '' l y around all as er 2020 YS %ffPROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT r o' r� ,t _. Basement o p _ i,):.,' ,, �HEET NUMBER: Building Code WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �- i Windows k House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 10 , �,, Gravel PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1 Sand and Gravel Max. Allowable House 2431 Sf. :.. . ��= Ess1a�,.� Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 20% Max. Lot Coverage = 2530 Sf. of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such House Drawn 2455 Sf. agencies prior to construction. 2 M, 5 TO a W J KEHL DESIGN ASSOCIATES, LLic residential & commercial design * consulting 8 8- 1-6 6 —3'-0"---1 4'- 01Y91 PO.Box 1675 phone: 1631)433-9084 —7 Southold,New York 11971 E-Mail: ssbn654@optonline.net o Kehl Design Associates,LLC c formerly D A K Associates,ILL 77 7 JWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the CW35 _�Wl 45L CW145R ideas, design and arrangements r2880 epresented FWG6080R FWG6080R * therein, are AC -10" L LLC. No part thereof shall be copied, disclosed Powderi to others or used in connection with any work prepared without written consent. .10 or project other than for which they have been .*r Room3-6" Master 2880 Poc. 7 Bathroom I t�-5-6y" Itchen T I F - — — — - - - - - - — - T2 -- C= b, 2 2 :32° FAN _n CU Master 3, oBedroom L ©J -1 L3�/2. s RA CD 2 cc 0 0 C) ? 3athroom- Cl ' -1 M I-D U Dn CD 31 Cc CC) 8'-4r2 UJ 3'-0" �5r2 LIJ >< COMBO _2- CD 00 5Y,"--; 7� 'M '0 COMBO CD DZT011 C I C, "C L AB 7 P3Y WAC 16'-22 OR C�:D 2UNIT E I L2 830 o 1' 6' COMBO C) 2 OD S/fl��:O C I Garage 12'-7"IL" 30301DE") I �9 I-C�_ 'VVORK NOILS: 2 Great Room 28803Y2 3,y2' C' CD cc cl. C1_J cl CO COMBO MBO 2 V �7'3y2' VOCO DETTOR DETECTOR 0* Bedroom —4�4-4V Bedroom A F - - - - - - - -- - - - - -- - - - - - -- - - - - - — Cl 24'-0" CD AI I A (2)14"x94" LVL Hdr. (2)13"x9"' LVL Hdr, J I CX16L CX16L CX16R CX16P 080 —Cx15L CX15R CX1 5L CTI 5p, 3"SM. 3"SM. 3"SM. 3"SM, 3"SM. 2 (2)13"x 91' LVL I'dr. LL Garage Dor E D30 (PROJECT: 24" Apron * ii Rfi A H 24'- Nor 9 1-10y'—__ IT 2-IY8 ---------9'-7Y4 -3Y" 17'-1* 66'-2" 49'-1 225 LANDING LANE MAN NY GREENPORT, 14Y 11944 SCUMM000-043-04-01B DRAWING TITLE: PROVIDE HURRICANE STRAPPING 2020 REOSIIDENITIA N2ACEOSIDANCAL WCOH E HOF FIRST FLOOR IF-W YDPK STATE ALL EXT. HEADERS ARE TO BE �'SET: ISSUED FOR: DALE: (2)OTHERWISE 9/V2" LVL UNLESS OTHERWISE NOTED FIRST FLOOR PLAN R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NOTE! PROVIDE FIRE BREAKS AS PER R301.1 APPLICATION 13UILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE THE 2020 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, RESIDENTIAL CODE OF ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NOTE: NEW YORK STATE I ,SEAL: DATE: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1) ALL EXTERIOR HEADERS TO BE (2)14"x 9�" LVL HEADERS UNLESS OTHERWISE NOTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM JUNE 15, 2023 THAT PROVIDES A CON/'PLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE PROJECT NO: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 3) ALL INTERIOR HEADERS ARE TO BE (1)1j"x92"' LVL WITH 2X ON FLAT ABOVE AND BELOW 1148-2023 PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DRAWN BY: THIS SECTION. C BDK PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS Ink IM 1'\'&Xfl'JY mlw_Z A M H E 0—% CHECKED BY: R301.1.1 ALTERNATE PROVISIONS SPECIFICATIONS FOR BLOCKING AT JOIST WEB. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE R301.1 THE FOLLOWING House Drawn 2203 Sf. SHEET NUMBER: . STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. At THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Max. Allowable House 2431 Sf. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF '�,8 A NEW YORK STATE. N Al 03 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Acceptance of these drawings does not authorize the right to build without the authorization 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD 20% Max. Lot Coverage 2530 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: OF 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) House Drawn 2455 Sf. agencies prior to construction. I R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK TAT !, �•w'✓ : ori;#d ; R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE <. CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, _ • � -- �, `<<'�� ��-�1 ��-�•1___ " �' ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS �/"'i,� PRESCRIBED BY THIS CODE. T HE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES / I i3 : .I Ti MIN 1 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 ((�� T TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ��DESIGN ASSOCIATES LLC ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF T residential & commercial design • consulting THIS SECTION. T R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO.Boz 1615 phone: (631)433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11911 E-Mail: ssbn654sopfonline.net THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Kahl Design Associates,LLC o formerly D A K Associates,LLC '��i."i,?L�%%J%"irrrr:� -->ii�%/ '.%/rJ''_, �../i;-.j�i�.,i-,.. "gYio%%''".-•'p/ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) -WNERSHIP & USE OF DOCUMLN I S: 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepared without written consent. 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HEADERS ARE TO BE ='SEI: ISSUED FOR: DALE: c2�1 q SOUTH ELEVATION °X 9/1/2" LVL UNLESS OTHERWISE VOTED NOTE, PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF SEAL: DATE: NEW YORK STATE JUNE 15, 2023 PROJECT NO: 1148-2023 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Of '{old DRAWN BY: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `' o�N �o �? � E , x ' T R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE77 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE .,� CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, /� .� ,,. <r ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS %'G 'f�_' 1'- �II`If1 ' I�=j `.''.P' ,% r PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ? ',i/a i, i 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 t TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING KEHL DESIGN ASSOCIATES LLC , ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF t'T 'residential & commercial design • consulting THIS SECTION. . � s R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO.Boz 1675 phone: X631)433-9084 s STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND $OUth0ld,NewYork 11911 EMail: ssbn6S4 oplonline.nel THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associotes,LLC 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) OWNERSHIH & USE OF DOCUMENTS: 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed I � f to others or used in connection with any work LLLLJ IIL 1 or project other than for which they have been L I L LI prepared without written consent. 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HEADERS ARE TO BE SET: ISSUED FOR: DATE: (2)133/a"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 WEST ELE T I N RESIDENTIAL CODE OF SEAL: DATE: NEW YORK STATE , JUNE 15, 2023 PROJECT NO: C� jt 1148-2023 COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �p�E C lr � DRAWN BY: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �' o���,r,_0''✓� ¢ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF * ��I oy CHECKED BY: House Drawn 2203 Sf. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHA Ck- SHEET NUMBER: Max. Allowable House 2431 Sf. Acceptance of these drawings does not authorize the right to build without the authorization ssio�� A202 20% Max. Lot Coverage = 2530 Sf. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: OF House Drawn 2455 Sf. agencies prior to construction. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODS OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, r �✓ ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS %': � f �j- fll-l� I' '_:; ARCHITECTURAL GRADE ROOF SHINGLE _�\_ PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES % ° j` `ter` r r ICE & WATERSHEILD IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM :'� ' III IF1i1L1 ' COX EXT. ROOF SHEATHING THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE T TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DESIGN AS LLC 2x10-16" oc RAFTERS ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS RIDGE VENT PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential s commercialdesign • consulting 1j"X11 " LVL RIDGE THIS SECTION. RIDGE HURRICANE STRAPPING —� RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENT RIDGE VENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO,Boz 1675 phone: I631J433-9084 ICE & WATERSHEILD 6 \ 16 7 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Mail: ssbn654so tonline,net 14 X11 g" LVL RIDGE t�q"X11 ' LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH p e' CDX EXT. ROOF SHEATHING -9XP (.0l.LAR TIES 16"oc. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF \ NEW YORK STATE. 2x10-16 OC RAFTERS \ IKehl Design Associates,LLC oformerly D A K Associates,LLC 12" FLYRAFTERS CONSTRUCTED ATTIC \ \\ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) OWNERSHIP & USE OF DO(,UMENIS: OF 2X6 WITH E&CB AZEK ON 6" CLOSED CELL SPRAY FOAM R-45 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD UNDERSIDE 2X6 WALL TO RAFTERS ATTIC 12 FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 These drawings and specifications including the \\ 6 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented R-19 INSULATION INSULATION BAFFLE POST TO RIDGE therein, are the property of D.A.K. ASSOCIATES, SE PFS LLC. No part thereof shall be copied, disclosed R 2x4-32" oc F P� \\ R-19 INSULATION to others or used in connection with any work 1�. or, \\ 2x6-16" oc RAFTERS or project other than for which they have been 2x6 / 2X4 STRONG BACK 2yg� 2x6-16" cc RAFTERS \ (2)1�"x9�" LVL HDR. PACKED OUT prepared without written consent. \ \ TO CREATE A BEAM TO COVER \ TOP OF COLUMN. 8" FASCIA 2X8 CEILING OISTS 16"oc. -30 INSULATION _ 16 12" VENTED SOFFIT (SEE DETAIL) R-30 INSULATION HURRICANE STRAPPING R-30 44 ACQ POST COLUMN WRAPPED DOUBLE 2x6 PLATE INSULATION WITH AZEK OR EQUAL R-15 ROCKWOOL R-15 ROCKWOOL INSULATION 2x6-16" cc WALL STUDS 6"CDX SHEATHING INSULATION BLUESKIN HOUSEWRAP 17-1' 14'-113/" '-7" ill 8" HARDI-PLANK (6" EXP) R-21 INSULATGNARAG E �? R-21 INSULATION ! FIRE BLOCKING _ GREAT ROOM CL BED ROOM BED ROOM 2x6 PLATE R-21 INSULATION CATHEDRAL CEILING10'-0 11'-V" 24'- STONE FINISH 4" FINISHED WOOD FLOORS X6 WWM. 2x6 CCA SILL 4" PC SLAB 6" SLAB W/6X6 WWM.------'XJ" ADVANTECH TERMITE SHIELD - SILL SEAL W/ 10 GA. 6DECKING AND 6 MIL. POLY FIBERSTRONG RIM BOARD R"x18" ANCHOR BOLTS MAX. 32" cc VAPOR BARRIER —1-1/8" (AS PER MFG. SPECS.) 'I 2x6 CCA SILL 8" P.C. FOUNDATION WALL 14'xTGRY OPENI'IG FOR —— — — — J 1230 x 9-1/2" TERMITE SHIELD - SILL SEAL 14x8 GARAGE DDG,E R-30 16" oc R-30 R-30 ZTJ1230 x 9-1/2' R-30 _ T,���� / 2:x4 KEY WAY INSULATION INSULATION INSULATION 16" oc INSULATION2 16" oc 1 2 J"x18" ANCHOR BOLTS MAX. 32"oc. 24" x 10" CONCRETE FOOTING WTH3'-0"(B)E#OW FINAL GRADE. (TYP.) BASEMENT BASEMENT BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. W TH (4)#5 REBAR L.W. AND 5 ti (2)#5 HORIZONTAL REBAR 36"oc. WORK NOTES: RI-BAR S.W. AT 2'oc. 4" PC SLAB 4" PC SLAB 4" PC SLAB STEP FOOTINGS AS NECESSARY ' W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. DAMP PROOFING TO MAINTAIN 3'-0" BELOW AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY PROVIDE HURRICANE STRAPPIIJG FINAL GRADE VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL IN ACCORDANCE WITH THE - - - - - - - - - - - - - - - - -- REIDENTIALCODEOF - - - - - - - - - - - - - - - -- - - - 2x4 KEY WAY — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - 24" x 10" CONCRETE FOOTING NEW YORK STATE 3'-0" BELOW FINAL GRADE. (TYP.) ALL EXT. HEADERS ARE TO BE WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. (2)1%"X 9%" LVL UNLESS OTF'ERWISE NOTED CROSS SECTION A NOTE: PRO ASE EIRE BREAKS A5 PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ARCHITECTURAL GRADE ROOF SHINGLE ICE & WATERSHEILD �t J" cox EXT. ROOF SHEATHING © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 2x10-16" cc RAFTERS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT RIDGE VENT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 1 "x11$" LVL RIDGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ARCHITECTURAL GRADE ROOF SHINGLE RIDGE HURRICANE STRAPPING �� 12 PROJECT: ICE & WATERSHEILD 12 RIDGE VENT RIDGE VENT 6 COX EXT. ROOF SHEATHING 6 •2 COL AR TI \ 14"X11" LVL RIDGE 1�"X11 " LVL RIDGE Acceptance of these drawings does not authorize the right to build without the authorization x 16"oc. of local governingagencies, such as Suffolk Count Det of Health Services, Town BuildingV, F' ' 2x10-16" oc RAFTERS \ Departments, DEC, FEMA, etc. Verifyall conditions codes and requirements with such ATTIC " p 9 \\ agencies prior to construction. 2X6 WALL TO RAFTERS \ 6" CLOSED CELL SPRAY FOA R-45 ATT i C 12 'aY '' kzo R-19 INSULATION P��E� \ INSULATION BAFFLE POST TO RIDGE 6 L L SE 3X10 FIR BEAMS BOLTED " BOLTS oC BETWEEN RAFTERS 8'oc. \ 2x6-16" cc RAFTERS R-19 INSULATION R-19 INSULATION 4" BOLTS \\ 225 LANDING LANE 8" FASCIA 2X8 JOISTS 16"oc_ATTIC UTILITY_ R-30 INSULATION GREENPORT, NY 11944 ACESS 0 12" VENTED SOFFIT (SEE DETAIL R-30 INSULATION N HURRICANE STRAPPING R-30 INSULATION DOUBLE 2x6 PLATE R-15 ROCKWOOL R-15 ROCKWOCIL SCTM# 1000-043-04-013 ; 2x6-16" cc WALL STUDS 17'-1" 24'-0" INSULATION INSULATION J"CDX SHEATHING DRAWING TITLE: I 24'-9Y" BLUESKIN HOUSEWRAP ` BATHROOM CL CL CL R-21 INSULATION g'x 8' HARDI-PLANK (6" EXP) R-2 INSUL ION GREAT ROOM FIRE BLOCKING 2x6 PLATE CATHEDRAL CEILING J" FINISHED IFLOORS � � CROSS SECTIONS 3" FINISHED " r V2' z• ' AS NOTED 4 4 FINISHED WOOD FLOORS R-21 INSULATION WOOD FLOORS 2x6 CCA SILL J" ADVANTECH - " 3'-6" 2'-10y" -73/" 4" ADVANTECH 4" ADVANTECH TERMITE SHIELD - SILL SEAL DECKING DECKING DECKING II SET: ISSUED FOR: RAIL: J"x18" ANCHOR BOLTS MAX. 32" oc (2)1-3/4 x 9 " LVL GIRDER 8" P.C. FOUNDATION WALL l- N (2)2X4 LVL IvOR BEAMS @16" I I R-30 J1230 x 9-1/2" R-30 TJ1230^x 9 1 2" 2x4 KEY WAY �9' ( � 4" STEEL COL. INSULATION 16" cc INSULATION 1 o 36"x 36% 12" BASEMENT CONCRETE FOOTING W/ BASEMENT z •SEAL: DATE: 3'- x 10" CONCRETE FOOTING 4" STEEL COL. (5)#5 REBAR E.W. BASEMENT #5 VERTICAL REBAR 4'-O"oc. JUNE 15, 2023 3'-0" BELOW FINAL GRADE. (TYP.) 24"x 24"x 12" PROJECT N0: WITH (�t)#5 REBAR L.W. AND #5 � I I I I 4" STEEL COL. REBAR S.W. AT 2'oc. CONCRETE FOOTING W/ 24% 24"x 12" 4" PC SLAB 4' PC SLAB (5)#5 REBAR E.W.--\ 4" PC SLAB CONCRETE FOOTING W 4" PC SLAB (2)#5 HORIZONTAL REBAR 36"oc. 1148-2023 III W/ 10 GA. 6x6 WWM. I I W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. (5)#5 REBAR E.W. W/ 10 GA. 6x6 WWM. DAMP PROOFING rte-_ DRAWN BY: AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY r C (+ STEP FOOTINGS AS NECESSARY VAPOR BARRIER I I VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER 'i ;i*="?* 8" P. C. FOUNDATION WALLFl! TO MAINTAIN 3'-0" BELOW I I -;,; «;_ ;-" i im1 ��'�;} FINAL GRADE — — — — — — — — — — — — — — — — — — ''" `'''�ti4 2x4 KEY WAY v,�;, i HE; ED BY: f- _ House Drawn 2203 Sf. ,,;.;„":= 24” x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) >. Q. y UMBER: WITH (4)#5 REBAR L.W. AND #5 Max. Allowable House 2431 Sf. REBAR S.W. AT 2'oc. 20% Max. Lot Coverage = 2530 Sf. �F�ss���'�s � CROSS SECTION B 9 D�013 NUMBER: QF House Drawn 2455 Sf. p PROVIDE HURRICANE STRAPIDNroR301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ARCHITECTURAL GRADE ROOF SHINGLE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS T,r ICE & WATERSHEILD J�ER WTI1� PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ALL EXT. HEADERS ARE To BE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM M' CDX EXT. ROOF SHEATHING (2)IY4"X 9Y2" LVL UNLESS THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING UT ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS vu., .DESIGN ASSOCIATES LLC 2xio-16" oc RAFTERS 1�.L RIDGE VENT NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential & commercial design * consulting lj"Xll�" LVL RIDGE AS PER THIS SECTION. RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING THE 2020 R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE RIDGE HURRICANE STRAPPING 2 RIDGE VENT RIDGE VENT RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING P0,Box 1675 phone: (631)433-9084 ICE & WATERSHEILD 12 6 1 3,'Xj 17 1 NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Mail: ssbn654@optonl•lie.net -2Y_k'C'0I I AR TIF_1� 4 8" LVL RIDGE 1j"X11j" EVIL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH CDX EXT. ROOF SHEATHING THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF 8 16"OC. NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x10-16" oc RAFTERS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) )VVNEHSHiP USE Ol' DOCUMENIS: ATTIC- 6" CLOSED CELL SPRAY FOAM R-45 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD ATTIC WALL TO RAFTERS 12 FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented R-19 INSULATION INSULATION BAFFLE POST TO RIDGE 6 therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 3XIO FIR BEAMS BOLTED to others or used in connection with any work OC7 BETWEEN RAFTERS 8'oc. --2x6-16" oc RAFTERS R-19 INSULATION or project other than for which they have been R-19 INSULATION Window Headers to be prepared without written consent, Constructed with (4)#5 Horizontal Reber with (4)#3 Reber Stirrups Equally Spaced 2X8 J01 TS7 j7o 777717 UT 7TY — — — — R-30 INSULATION wilh 6" Bearing on each end 8" FASCIA = —A—CESS 12" VENTED SOFFIT (SEE DETAIL R-30 INSULATION R-30 INSULATIDN HURRICANE STRAPPING DOUBLE 2x6 PLATE R-15 ROCKWOOL T 2x6-16" oc WALL STUDS T-l" 24'-0" INSULATION J"CDX SHEATHING G REAT ROOM 24 9Y2Window Lintel "B" BLUESKIN HOUSEWRAP R-21 INSULATION MASTER MASTER BEDROOM 4% 8" HARDI—PLANK (6" EXP) R-21 INSULAT ON CATHEDRAL CEILING FIRE BLOCKING 2x6 PLATE BATHROOM '-3)/2* - (2)2X4 LVL 43" FINISHED FINISHED I — HANDRAIL AS PER NYS CODE FLOOR BEAM'S WOOD FLOORS R-21 INSULATION WOOD FLOORS 10'_10' 13- QN @1 6"oc I— TJ12,30 x 9-1/2" J" ADVAINTECH ADVANTECH ADVANTECH J" FINISHED 2x6 CCA SILL 4 TERMITE SHIELD — SILL SEAL-- DECKING DECKING DECKING WOOD FLOORS 16" oc Provide 2x8 Window well #4 Reber 7 1 D ACQ Buck Ladder set into wall R"x18" ANCHORVWaround all ' a= Epoxyand info place k WINDOW HEADERS ARE TO WINDOW HEADERS ARE TO REBAR as per 2020 NYS BOLTS MAX. 32" oc HEADERS ARE TO (2)1-3/4 x 91" LVL GIRDER —7, Windows—-\ - - — — — — — Building Code T-T BE CONSTRUCTED OF BE CONSTRUCTED OF BE CONSTRUCIED OF (2)#5 HORIZONTAL REBAR (2)�5 HORIZONTAL REBAR (2)#5 HORIZONTAL REB)R R-30 L #5 REBAR INSULATION R-30 J1230 x 9, 1 /2" --Gravel #5 REBAR !L/\ INSULATION 1( 11 15 REBAR) #5 REBAR #5 REPAIR #5 REBAR 01 1� ---Sand and Gravel 8" P.C. FOUNDATION WALL —A /�- 5 #5 RES�R ------ #5 REBAR #5 REBAR #5 REBAR REBAR 4" STEEL COL. PROVIDE 13'.X 92"' LVL 4" STEEL COL. BASEMENT 24% 24% 12" BASEMENT #5 VERTICAL REBAR 4'—O"oc. #5 VERTICAL REBAR 4'-0'oc. PROVIDE I'x 91 I-A- BASEMENT 4 36% 36"x 12" FOOTING W/ 4" 2 1 1 BOX BEAM HEADER ABOVE CONCRETE FOOTING W/ CONCRETE FOX BEAM HEADER ABOVE BASEMENT WINDOWS (5)#5 REBAR E.W. (2)#5 HORIZONTAL REBAR 36"oc.— BASEMENT WINDOWS I I I I (5)#5 REBAR E.W----\, PROVIDE 1;"X 92 LVL (2)#5WORK NUI LS: 4" PC SLAB 4" PC SLAB 4" PC SLAB BOX BEAM HEADER ABOVE 4" PC SLABIII HORIZONTAL REBAR 36"oc. W/ 10 GA. 6x6 WWM W/ 10 GA. 6x6 WWM. 4" STEEL W/ 10 GA. 6x6 WWM BASEMENT WINDOWS W1 10 GA. 6x6 WWM. DAMP PROOFING P AND 6 MIL. POE 24"x 24"x 12" AND 6 MIL. POLY AND 6 MIL. OL 8" P. C. FOUNDATION WALL VAPOR BARRIERVAPOR B VAPOR BARRIER 8" P.C. FOUNDATION WALL (5)#5 REBAR E.W. 2x4 KEY WAY HEADER DETAIL AND 6 MIL '�L� P BARRIER CONCRETE FOOTING W/ VAPOR BARRIER L - - - - - - - - - - - - - - - 2x4 KEY WAY — — — — — — — — — ...... 24" x 10" CONCRETE FOOTING STEPPED L .............. 3'-0" BELOW FINAL GRADE. (TYP,) J 24" x 10" CONCRETE WITH (4)#5 REBAR L.W. AND #5 FOOTING3'-0" :3ELOW REBAR S.W. AT 2'ci FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 REBAR CROSS SECTION C S.W. AT 2'oc. RIDGE VENT RIDGE VENT 1j"X11j" LVL RIDGE 14"X11g" EVIL RIDGE RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECT RAL GRADE ROOF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE —ICE & WATERSHEILD ICE & WATERSHEILD C EXT. ROOF SHEATHING J" CDX EXT. ROOF SHEATHING 2x10-16" oc RAFTERS 2x10-16" oc RAFTERS 6 COLLAR TII 21k6 COLLAR Tllr`_� 16"oc. 2x4-32" oc 16"oc. 2x4-32" oc PROJECT: ATTIC -2x6 2X4 STRONG BACK 2x6 / 2X4 STRONG BACK ATTIC 2x10 RAFTER NAILER 19 2x8 RAFTERS @16"oc, ARCHITECTURAL GRADE ROOF SHINGLE INSULATION R-19 INSULATIOY P&As H ICE & WATERSHEILD CDX EXT. ROOF SHEATHING— /r 1' Em 2X8 CEILING JOISTS 16 ci oc. 8" FASCIA Ilk 8" FASCIA R-30 INSULATION 12" VENTED SOFFIT (SEE DETAIL) 12" VENTED SOFFIT ROCKWOOL R-30 INSULATION 12" VENTED SOFFIT (SEE DETAIL) R-15 ROCKWOOL-1 (SEE DETAIL) '3r2 INSULATION — HURRICANE STRAPPING INSULATION R-15 ROCKWOOL HURRICANE STRAPPING [VENTED SOFFIT.— I, MASTER DQUIBLE 2x6 PLATE 4X4 ACQ POST W/ 0'-3' —3'-5" DOUBLE 2x6 PLATE u INSULATION 2x6-16 oc WALL STUDS 10" HB&G COLUMN (SEE DETAIL) BED ROOM CL BATHROOM MASTER 2x6-16" oc WALL STUDS J"CDX SHEATHING HING WRAP j"CDX SHEATHING BED ROOM CL BLUESKIN HOUSEWRAP PORCH- BLUESKIN HOUSEWRAP 225 LANDING LASE 1141 J"x 8" HARDI—PLANK (15" EXP) I—R-15 ROC<WOOL BATHROOM HARDI PLANK SIDING (15" EXP) 16'-10' FIRE BLOCKING INSULATION FIRE BLOCKING GREENPORT, NY 11944 J" FINISHED 2x8 CCA LEDGER —,/,/—R--21 INSULATION R-21 ROCKWOOL R-21 INSULATION WOOD FLOORS J" FINISHED �"x 6"AZEK OR EQUAL DECKING J" FINISHED INSULATION SCM,11 000-043-04-013 R-30 INSULATION 43 ADVANTECH WOOD FLOORS R-30 WOOD FLOORS 2x6 PLATE DECKING J" ADVAINTECH INSULATION 2x8 CCA LEDGER 3" ADVAINTECH 2x6 PLATE DECKING (2)2x8 CCA GIRDER DECKING DRAWING TITLE: 1-1/8" FIBERSIRONG RIM BOARD '\— — — 7 SIMPSON POST ANCHOR 4 TJ1230 x 9-1/2" 4-0�� TJ1230 x 9-1/2" TJ1230 x 9-1 2 � 1-1/8" FIBERSTRONG RIM BOARD (AS PER MFG. SPECS.) 16" oc _T6 7­ac GROUT oc 2x6 CCA SILL CONCRETE SLAP 2x6 CCA SILL CROSS SECTIONS TERMITE SHIELD — SILL SEAL---/, \2X6 CCA SILL #5 REBAR 30 R-30 TERMITE SHIELD — SILL SEAL AS NOTED \J"x18" ANCHOR #5 REBAR PINS @24"oc. INSULATION INSULATION R"x18" ANCHOR BOLTS MAX. 32"oc. #5 REBAR BOLTS MAX. 32"oc. x18" ANCHOR BOLTS MAX. 32"oc. • #5 VERTICAL RE-BAR 4'—O"oc. BASEMENT CW14R CW14R BASEMENT -- #5 VERTICAL REBAR 4'-0"oc. #5 VERTICAL REBAR 4'-0"oc. BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. SET: ISSUED FOR: DATE: #5 REBAR 4" STEEL COL. (2)#5 HORIZON__AL REBAR 36"oc. (2)#5 HORIZONTAL (2)#5 HORIZONTAL REBAR 36"oc. 24"x 24% 12" (2)#5 HORIZONTAL REBAR 36"oc. 4" PC SLAB 4" PC SLAB REBAR 36"oc. 4" PC SLAB CONCRETE FOOTING W/ 4" PC SLAB W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM (5)#5 REBAR E.VV.__\ W/ 10 GA. 6x6 WWM. DAMP PROOFING DAMP PROOFING AND 6 MIL. POLY 4 7 LVL PROVIDE 134"X 92"' LVL AND 6 MIL. POLY AND I MIL. POLZ PROVIDE I' AND 6 MIL. POLY VAPOR BARRIER ' 9 2 VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNCATION WALL BOX BEAM HEADER ADOVE BOX BEAM HEADER ABOVE 8" P. C. FOUNDATION WALL VAPOR BARRIER 8" P. C. FOUNDATION WALL WINDOWS S 2x4 KEY WAY BASEMENT N IN BASEMENT WINDOWS 2x4 KEY WAY ILI 2x4 KEY WAY SEAL: DATE: 24" x 10" CONCRETE FOOTING 24" x 10" CONCRETE FOOTING1.T1 1 24" x 10" CONCRETE FOOTING JUNE 15, 2023 3'—D" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP.) PROJECT NO: WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W, AND #5 WITH (4)#5 REBAR L.W. AND #b REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc, 1148-2023 DRAWN BY: C 4iy lg `fir I. CO Rfl "A" IN [Tvf wel"ZAHNES '9 CHECKED BY: CROSS SECTION D CROSS SECTION E House Drawn 2203 Sf. SHEET NUMBER: Max. Allowable House 2431 Sf. sF 168 A30/. 20% Max. Lot Coverage 2530 Sf. COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER:- OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of loccl governing agencies, such as Suffolk County Dept. of Health Services, Town Building House Drawn 2455 Sf. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE.