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Home My WebLink About7972 7� consf nu a ho-&s r tee-- 31 I�i S +V�Z'Q co rr�b y S cc E: —<CMtLc�f< o F -�/,2-1 { xyc 111 .Sec 2SC Q 1-24 Owner: Donald J Schneider File#: 7972 y Address: 890 Ruch Ln Code: 18RL P Agent Info Pat Moore 51020 Main Rd Southold , NY 11971 Phone: 631-765-4330 Fax: Email: pcmoore@mooreattys.com r� OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��®F S®U��® P.O.Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1809 http://southoldtownny.gov ®l�c4UNTY,� ZONING BOARD OF APPEALS Rr IV Town of Southold if 7 f 3 5 A 2 8 2025 FINDINGS, DELIBERATIONS AND DETERMIN IT O MEETING OF JANUARY 23,2025Stotho uold a' °' 'n ZBA FILE No.: 7972 NAME OF APPLICANT: Donald J. Schneider and Pamela E. Schneider PROPERTY LOCATION: 890 Ruch Lane, Greenport,NY SCTM No. 1000-52-2-31 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 14-23, and the Suffolk County Department of Planning issued its reply dated October 10, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. The applicant must comply with Chapter 236 of the Town of Southold's Stormwater Management Code. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 30, 2024 indicating the relief requested in this application is listed under the Minor Actions exempt list(item F)and is exempt from review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is a 7,987 sq. ft. rectangular lot in the R-40 Zoning District. The northeast property line measures 50 feet fronting Ruch Lane, the northwest property line measures 153.91 feet, the southeast property line measures 165.56 feet, and the southwest property line measures 51.34 feet along the mean high-water line of Arshamomoque Pond. The property is improved with a one-story frame dwelling with an outdoor shower at the north-west corner of the dwelling, a deck on the north-west side, two decks on the south-west side, and a detached deck adjacent to Arshamomoque Pond, all as shown on the survey prepared by Donald J. Metzger,Peconic Surveyors, P.C., last revised July 6, 2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Sections 280-124, and the Building Inspector's August 21, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at, 1) located less than the code required minimum combined side yard setback of 25 feet; located at: 890 Ruch Lane,(Adj.to Arshamomoque Pond)Greenport,NY. SCTM No. 1000- 5 2-2-31. RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing dwelling including the addition of an outdoor shower,replacement of an entry stoop,replacement of a rear deck(deck 3),and repairs to a rear deck(deck 2),having a combined side yard setback of 21.2 feet instead of the minimum code required combined 25 foot side yard setback. Page 2,January 23,2025 #7972, Schneider SCTM No. 1000-52-2-31 ADDITIONAL INFORMATION: The applicant provided architectural drawings including a site plan, foundation plan, first floor plan, exterior elevations and building sections, and "section @ new entry stoop and detail @ new raised deck", labeled respectively A-0, F-1, A-1, A-2, and A-3. Improvements to the subject parcel are covered by Certificate of Occupancy Z-34183 dated February 4, 2010 for a one family dwelling and by Certificate of Occupancy No. 43663 dated December 8, 2022 for"as built" alterations including central air conditioning and kitchen renovation to existing single family dwelling. No member of the public spoke in favor or in opposition to this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9, 2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The house is part of the Arshamomoque Colony neighborhood consisting of a mix of one-story and two-story houses along either side of Ruch Road, a private dead-end street paralleling the east side of Arshamomoque Pond.The lots in the neighborhood are of varying widths,with waterfront parcels having the narrower dimension along Arshamomoque Pond. Several homes in the neighborhood are on lots that appear to be similarly narrow and non-conforming as the subject parcel. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The existing dwelling side-yard setbacks are non-conforming, thus any additions or alterations in the side yards would require a variance. The proposed change to the entry stoop will increase the side yard setback as compared to the pre-existing entry stoop. The proposed raised rear deck 3 will also increase the side-yard setback relative to the pre-existing deck 3. The proposed alterations of rear deck 2 do not change the pre-existing side-yard setback. The proposed outdoor shower setback is within the existing basement access setback. 3. Town Law U67-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 15.2%relief from the code.However,this variance is reduced relative to the variance presented by the pre-existing configuration and is approximately equal to the combined setback of the existing dwelling. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed improvements to the parcel are covered by a Board of Southold Town Trustees Wetland Permit No. 10546 dated February 14, 2024 covering construction of a 6.5' x 11.5' one-story addition onto existing 1063 sq. ft. one- story dwelling and replacing existing septic system with a new I/A sanitary system (both completed at the time of the ZBA site inspection); and constructing a 4' x 7' wood stoop and a 4' x 4' bluestone pathway in place of existing 62.2 sq. ft. deck, stairs, and walkway; constructing a 121.5 sq. ft. raised wood deck with 4' x 6' steps in place of existing 72.7 sq. ft. deck (deck 3) and steps, and reconstructing in-place an existing 119.1 sq. ft. raised deck (deck 2). The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,January 23,2025 #7972, Schneider SCTM No. 1000-52-2-31 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an outdoor shower, adequate entry stoop, and decking similar to the pre-existing/ as-purchased condition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Steinbugler,seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan(Sheet A-0) Revision 2, last revised September 5, 2024,and Architectural Plans(Sheets A-0.1,A-0.2,17-1,A-1-A-3,S-1)dated August 6,2024,all prepared by Pamela Holmes Pospisil of Pospisil& Brown Architects, P.C. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity,provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application andpublic hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions,or demolitions exceeding the scope of the relief granted herein,are not authorized under this application when involving honconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote e Board: Ayes: Members Weisman(Chairperson), Planamento,Acampora,Lehnert and Steinbugler(5-0) Leslie Kanes Weisman, Chai erson Approved for filing 1 /, /2025 POSPISIL & BROWN R U C ARCHITECTS , P.C . Deceived Edge of Pavement SEP 10 2024 www.pospisilbrown.com dFtlflg Board of Appear Property Line 141 Hampton Road T:631.283.3465 Q U Southampton,NY. 11968 F: 631.283.3593 L J Existing utility Existing pole (to remain) water meter U (to remain) o • L CL Project Name: New Driveway? Schneider Residence :F--Edge of exist walkway to be removed 890 Ruch Lane Southold, New York 35'-0" Front New walkway Yard Principle ...... Buildg ck n Setba -- - - Existing outdoor � 1 I Buildin P rmit 77, shower, to be removed , 9 Obtai for 9'- 01 6" I Ion 1 2'-43/4 r ' :I`�� , ' i \ \ �f New stoop II \ f 12' I CQI, Property of: New outdoor ••••••••••• ` I EXISTI. I . shower I.STORY,ti I� - ��.� �- Existing A/C Donald J Schneider (TO REM ` `. unit (to remain) Exlsting basement Pamela E Schneider access (to remain) ' I I Situate: J� 9'-7/� 4 1 ( Town of Southold 1 I Suffolk County, New York 10'-01 _ Area: 7,987 S.F. Exit. Deck, lo t remain >eck 2) I SCTM No.: New: 1000-5 2-02-3 1 Raised;Deck:..�. I (Deck 3) I I 0-4 3/4„ Zoning District: I R-40 (Residential) New wood stairs 7E3 I Survey Provided By: o �I Peconic Surveyors, P.C. In P.O. Box 909 230 Traveler Street Southold, N.Y. 1 1971 } I E>5tinc3 cesspool cmer (to remain) Ln I Revision #2 9-5-24 Revlslon #1 5-20-24 Date: LOT COVERAGE I I Z.B.A. Submission 5-G-24 Exist. Deck, I Note: N ou5e= I , 138.05 SF EXI5tin wood I to remain Bak THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF stairs t Top of o remain) (Deck 1) POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR Deck I = 9 1 .G 5f (existing to remain) SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& Deck 2= 1 19. 1 5f (exi5tingl to remain) Existing wood BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Deck 3= 12 1 .5 5f (increased by 46.8 5f) stairs (to remain) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Deck 4= to be removed* I I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE B = ottom of COPIED.DUPLICATED,OR COMMERCIALLY EXPLOITED.IN J Ban) WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. Decks Total= 332.2 5f L House � Decks Total 1 ,4/ 0.25 5f O COPYRIGHT2023. ALL RIGHTS RESERVED. Allowable Lot Coverage Seal: � = 1 ,470.8 5f o- RED ARC BUILDING PERMIT I �,�,�y� oL� OBTAINED FOR removal of deck 4 at front door reduces lot coverage by G2.2 Me I vPN s os an �. BATH ADDITION I I H -� f. a i 9 h s elcewnw R e 7 b 4 � w stoo � to n s Si ce ste/ s � stoo i s a t ............................................................................... p Y I� e I p � p r T REM AIN TING O EX ISTING T e,.,ter, Inc le55 than 30 5f It does not count towards lot covera e. :::::::.. SED CELL SPRAY FOAM r ..... :•::::::: :•::: :: :::::::: :::•::•:::::::::::::::::::::::::.................::::.:.................::-: .......... INSULATION MIN. R-42 TOTAL AR ADDITION 01 05 };: @ S 84 T 4 r O F __ OF NEW DRAWING L IS T EXIS TING TO REM AIN A Al - ## :::`:... ....J.I.I.V".1. ......I .............I................... ....................... ....... ...... .............. ........... 3- BATT INSULATION DDrawing Na me: I _. IN - A 0 S TE PLAN -- M . R 2 1 ADDITION 1/1 11 A-o. I TYPICAL DETAILS P 0 SITE PLAN BUILDING EXISTING TO REMAIN BATT INSULATION (MIN. R-30) A-0.2 TYPICAL NOTES @ ADDITION F-I FOUNDATION PLAN DEPARTMENT INFO A-I FIRST FLOOR PLAN FINAL MAP A-2 EXTERIOR ELEVATION5 BUILDING SECTIONS A-3 WALL SECTION @ NEW ENTRY STOOP � DETAIL @ NEW RAISED DECK REVIEWED BY ZBiq Drawing Number: DECISION# 5-1 FRAMING PLANS SITE PLAN DATED: THERMAL ENVELOPE (Lookinoj West) 2 � Scale: 8" = 1 '-011 Scale: 10 = I '-0" RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASCII UPLffT CONNECTIONS(IF APPLICABLL) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAILArDEcxpFAF'1'WCABL;) (POUNDS PER CONNECTION) aMKDxaTRI ERERw1ERNNlIE . wF WW.R8D211dnro LRC 2018 SRoso-DROTIERMTER—ECT auPeox NnDpowx EXPOSURES woof 1I' Worf 17 ND.—Is tecoLwx MIN DISTANCE / Ro' fSLREa`?rFcTx RAGE ears MIN DIET FlIOAI TABLEA DO NOT CUT HOLES FROM ABLEB ' 1 lAllewdDeapnWlM�9pe.dY(UNPIPHiN ' 1` R � asTUD NOFELDCU7 LARGER TfNN11fC Wi'HOLEMAYBECUT POSPISIL&BROWN • RAFTER A RO 060) I Y HOLESIN INCPMILEVEft ANY 4111NWEBOUF- TRU933PAN (h.q ---�DxxaRDER HATCHEDZONES BIDEOFIMTCHEDZONE ARCHITECTS, P.C. ROOF PINCH ROOF PITCH R00.E PITCH MWAwoB WNDTCUTOR>5:72 <5:12 >512 Received Exavua O e• NOTCHFLANGE 72 93 85 12e 11T 74? 150 � PcdT e' 3% 2Xt2 2 18 718 10B 1. 1/9 20p 194 INIMIN IN 21 144 130 198 182 255 237 Lsu ewsox xamaw y ARMOR (MRIEBTOALI CLOSELY GROUPED ROUND HOLES ARE SEP 10 2024 xW o s HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER WETS 15'OC. 28 161 ISO 122 121 287 288 KNOCKOUTS) REOUREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN wwN pospisilbrowTLOOR 32 '94 176 270 228 351 325 TABLEA•ENDSUPPORT CANTILEVER REINFORCEMENT 141 Hampt..Road T:631.283.3465 arAA RlDaeoXso sTw1tTURALROOE WANT Sout to NY.11968 36 221 178 300 287 399 725 amEauLceu"G �RER MIMMUM DISTANCE FROM EDGECFHOLE 70N IDE FACE OF NEARESTEND SUPPORT 1mTnp 4 F:631.283.3593 SLwE Nm TO6CkE AILXoi TO6CIlE OFTwL XWDOD'MIaNfCwOxeF'wEEx FIDpRa •• ROUND HOLE 312E 42 121 198 305 281 399 0 JOST TJ� SQUARE OR RECTANGULAR HOLE SIZE 48 216 22/ 991 311 117 ing Board of Appeals SM'sax 6lRdaTEBEY csxtmurA lS NwsoxSmoxanE Lw aREs ecuf xm rD scxE DEPTH r r 4' r 5 r I�a". OETALL TrIXtLLOFcx MxwanoaTAxaOR 9 350 1'd' owe csxewrm L m-ae,alo,3lx 7'C Yd'3'd'S'-0'S'd' sID WMIAOx xuLseua ma �RwmEcsm oft Lsu is stun ROT.Sx, 11 ' 560 1'-0' P-0 1d 3-0 5-0'Sd S-0' 7'd'Y-0' 3'C 6'-0'r-0'T'-0'S-0' a MEA METER PgpwpE'®�gprlER'W xWIS0.426°0°wx RI1btOMIOR xwa i/' S80 7'1J' 1'-0' i'-0','-0'7d'3'-0'S.0'p'-0' 1'-0'1'-0' 1'-0'3'-0•8'-0" 1'-0'9.0.1P0• P w� .ALLOWABLEDEFLECTIONFSTRUCTURALMEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MeocasTWPaawuLExom Relerb laden 3017 dtlM LRC 1018 woWefw 1C 560 Rdambble R 307$d1M I R.C.3013 BTRUCF m.t EMBER ALLOWABLE USE LIVE LOAD PSF DEADLOAD xas"wat01um Schneider Residence DEFUCTX)N A1Bc.AASMa♦laape 10 PSF 10 PSF TABLE B•NRERMEDIAIE OR CAMIMEVER SUPPORT W Ifl,Rdt-Irving Depes Feaartrll3:12 Wih M1esM ceFrp U18D Al.LWOI Daps 20 PSF wOooPasT MNMUM DISTANCE PROM EDGE OF HOLE TO INSIDE FACE OF NEAREST WERMEDIATE OR CANTILEVER SUPPORT nd atahal b rabrs 10 PSF aornxOBaxw. TN SQUARE OR RECTANGULAR HOLE 91ff Aron 30 PSF iD PSF JOIST ROUND HOLE SIZE Indda welh and Daalidw wteD Bdmaaaeded. 40 PSF 10 P8F a DE r 3' P 5' a 7' Br 11' 13' r 3' 4• 5' a 7' B° „• 1r 890 Ruch Lane Floor L7J60 Gurd•aD telDlale rT1 " CeArge wM MMe Anlshs 0ad0dng gata4exNw1 UJeO RoaM otlwr Nan deeplp roam � F 10 PSF WxDAnax wAu �>• TV _ d'r Southold,New York CeAIV Nth Aawble flrkl a dud 10 P3F ♦ woW lrosr 'd' Al otller eeuclud rumbas to re9YPa+o boatl) UJ40 8leepllq roam 30 PSF 10 PSF rNwNwnoxwAuT aAin 7MN a0EC0VER SAo -0 L210 Ste. 40 PSF 10 PSF xxnxnWAWEEVE srsILM OR RECTANGULAR HOLES SATED ON MEASUREMENT OF LONGEST SIDE ExWWrrwte rind loetls With Iemraswrm PW 5) IPIF rMxroiliI Wl°RM"WATAW HOLES MAYBE LOCATEDVERTICALLV ANYWHERE wnmNTNE WEB LEAVE IM'OF WEB(LINIAaIM)AT TOP AND SO7'f0A1 OF HOLE P xY3B0 adbade(Advelmems Dale R301 20 PSF IARwrA.TU0M0nE awaox lee NNOCI(OU7SARE LOCATED IN WEB AT APPROXIMATELY 170NCENTER,THEY WNOTAFFECT 110LE OPANDB Exlena wills HWM bedsWM dhrbatle bdahea Wz40 Grepea EOPSF 50 P8F 11EMDOELNO x:M 0� R Dawapnox cauAw&aE � fOR RAMP.E SPAN(S'MIMMUML UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM eIff ROUND EDMorwNls-no beds With A.ebl.AniDMa Dash.smoxanf lTEY xxSA GEA PMPWXO oxo" TENT PRAM as ASIED N ,°�wj�y> HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. FYi]0 srPsox smaroTw nRA LaII SEREs Wvnx WTSDE Exrmmp wNLNORxFaIaEE RAws) DISTANCES ARE BASED ON THE MAXIM UNIFORM LOADS FROM CURRENT(LEVEL SPECIfl HOLES FOR OTHER LOAD Ib'e.uppartnp mmany veneewd. t/eW PROIOEBEAAwiFA PRO C.RM`TPOR—En CONDITIONS OR HOLE CONFIGURATIONS USE ILEVELOTJ SEAWo SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE uL CWNEP NaDowwr arWx aTAA NURPbM'ECLIP — xw.RUIE" aNYENOTroaGIF DETALL TPM.LLPORbIffAYA'/alxeMWOR6 ALLOWABLE HOLES-TJIOJOISTS FASTENING SCHEDULE INu[NorTG—E scuE xorro auw—To.. scvE Rebrro able R 802 31 diM R C X17B SOX InA on Deeapeo o!BddIIg ENmrd NLmbaBT dFeaena xuR E sws'WoALI Ilb SPE*g end Loatm RE YODEL 11. {wNM wp I?D(WLV MEA RAFTER EA o—WTIR ON'_N AN 111", wNMW,Twm en•xAAAem DRRATftERr ANDPARALLAMe ROOF FRP/AINO DiNFRWNx misn IXDIAMETER OF IIE NOTESI.2.RONDH LES ONLYE SUITABLE FOR t1N0FORMLYIOADED HEADERSAND BEAMS ONLY. Aa1 AN x.I•Y ANO PARALtAMO LARGESTHOLE OERTH 1 Mocking bahAAwn crfinpjdeb areFMn rotW pled 3.81caanon b.WIN blrs.«ban PSLHOLEZCNE pAN21UA1 2.ROLLING HOLES ONLY 3,NO HOLES IN NOTCCANTH ORDR. � 2 CeLing JMDE end roP pbM 3.84 prlabU be nrl e 4 NO HOLES IN HEADERS OR BEAMS IN RANK ORIENTATION 3 CalnpjaD bn elbchedbpeatd raAa,lepi ovepeBM1one 3-teal manta 1R8s° 6DO NOT CUT,NOTCH OR GRILL HOLES IN HEADERS EXCEPT AS INDICATED IN � artsw t�US7TR -a AND TABLES 1 ColinpjeiD alc,ro d%lAx2op nd( 1•18e ccnxnm boa nd 9rmaawRWxs IRIrW.IRc xas anB Mw+ra.n 5.ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE _5 Ode tam rafter,fat.ndat 20 "m'n1A'd'N STRUCTURALENGINEER �'x 9s nag♦atepb,dr 3•t0e oomnbn bcerd,eathider x 5 RalaCROLLAM LVL AND 7-t04 areo(bUMWplae Lorn.xxsr MI PSL PARALIAA4 HEADER MAXIMUM ROUND camIW w wX.n..W.alwwn.w,N. (NDLOttAXDa+tt .. T Radrdtenbddp.,wll♦ya Npram. 3-,6daXmlolx w OET,1a x° ODU IPOWNEcmox awsaORllwa &oacaol L13 ALLOWED HOLE ZONE Uj DEPTH HOLE SIZE p 1' erOdldlarabin rndpe Man 2.78d Carwmlh oral nd SCALE NOt TO SGLLf MAx txPT IEOOeR wM 1 sDcEMAEL xmroeaAEW xxfcnDLL TAR e SldrosW(na bnwd) WALL FRAMING N RAoFPTMERreWsR•xEsCrvTrooxwropu lrxFADEpI CoRTwIWSPx 1Be W 2To III.la ..TO— ROMMEADDI LWA91ERSATT1�Rm•o aG0W sHuVE0ooMoB9s0LEoiD5 AS'EWLEO 2IWL0L'E UDSiHROALBEOZON2 NF'EO R P 10 2024 11 alMPaax_.`E In. MDMDEAI SEMMT.MOMTMWIL .) 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DATE A 25 2'0aka(pleb B beeT4-& BAw LIAw6p a 2-IN COnVWn rezh aNN£MM i05GLE ENaNfEP WOW Ax3r9 26 Bmdarinjdr Wjdd besuM.bosnd SCwE NDito YAIF }IBd WI,Rxhan ashlal awsox smoxonElTEM taxi mM lAaria mxRIRACE®te Dt) 1-INnxxt+_ fDCtaxa 1 27 BWoNI*0I eW IW—.70aber 111— 20dwmmon M.NWlgw sz:ax,smww awWXM uaEalODxula lllasPAxsLEumM rawntmxAxs t STRM9 SIMPSON LSTA 21 LSTq 21_ ®EA MDIEROIX STUD IxrMa+MswEAr9RTUAx eaeussSTRAPS 2-20deemnon bce nrlaaxk8reecA qAa TOT—AIDDII., THAx I7artalmxuLs IAWInaIKNwaGiXIIU RArEsaeax on 28 L.dperadDswpabMJdabawrtea }181 amlron I reechlaaardbr,l ei q p $rMPnAmjaae 2-10tl(3k0.128T NcheM,roe ny SIMPSON HD5A AT EACH END A Z.B.A. BubmlaDlon 8-6-24 WINDOW •4�.•t!4.,.•• OF WALL AND DOOR HEADERS THESE ORAxwcs•wo'RECIFICATIONS ARE THE PROPERTY es ROOF 8HEg114NG AND DOOR MEAOER9 PoePIDL a epoWa ARCHIT""P c ANo ARE POR USE $al1°I1elPena4 aawsoxaTHOHGRE ITEM HIT aMPsoxSiRaxanEIT.MIT wP50ME1R—TEIT.M I.E.BYTHEONMACONTRgtTpR CTEUBL—ARETROTI.E BOIxXmxn B'etlge7CAadluN eerie eheA Pall SOR SWAY tam 9aN.rWedwes) PAatoExur®uxasT PPDWOE ArtSEA mIm IXS STUD WALL IS'0 C PRWECTRGCN0TrRIE JPEETSOR�ADDITIO9T8THIs 15 x 32 STRUCNWL I PLYWOOD 5ROMN ARCMTECTe,P C EHA L eE DEEMED THE AUTHORS PANELS INSTALLED VERTICALLY ArvDZ`T"NM COMMONuw TOTHECO rvDHTS T E9ona$.eI`xroreng CETNL iACEMWRTXAAOER OfrNL FACEMOwTMNGER MALL PoSia&D CaxMC1xON RESERVEDmOMe,INACgiION TO rNE GOPIpIGHT9 THE T BOTH SIDES OF WALL.B•0 C. 4 x a1'xd' 2de Ammon scvE xoTroaOVE EDGE NAILING AND I7 FIELD WITH rTECHNICAIL R IRNGS.AREv ETARrAxArmDc TaE prr41pa, � scNE xorroaGLE SELF xorrouuE 1'x 1P a Wdr n.w.4 10D MAA81-Irr MIN CORED.DuPLICAT5O.MCCA1MERCIULY EAPLaTfo,Rx Odd canxrwn .+. PENETRA710NINTO FRAMING. osREOR lIN1ART.TCHn—Ea-%AUTHOaImTo Of WINDBORNE D}:BRIS PtOTECT1oN(TF APPLiCABLF,) FMMIN CII,G 3heaMnp(gypsum goad) SOcodea 7'alga)70'AeM FAKKA.,I mnnloHr ion Table R301.2.1.2 NYS RCWindbomB Debds Pmlwtbn ALL aaHTe RESERRcn WALL SWATHING 3'No B 3CREw317 Oc swl Ev AR coed F"t Rd cammn 3'adpeylr Add Fastener Type Panel anO Panel Span Panel Span I' .PAR /thA cy rf P` HOUME$ C`r FbrMra P.W.{' , iw.swA M, e,«r r.dpExe'Aae Less then IT ce Len tllerl or Less thane wasHER(rmt Is.+Y`"° Equal to 4ft Equal to6ft Equal to 8ft 31UP90N STRONG-TIE SAlxcbra Flbatoad PAW It s•N.rw ni,{rowa.a r F05A BETWEEN FLOORS m•n xwU ter,{•INx cadge/5'Add No Svrood saew • ORManWdllord nns N,lYxrv•aNt•,iIwaAwIT based anchor wM 1?RYVCpp _IN -"b.dM O.C. O.C. BO.C.T. I and 1 length {. 'MINIMUM OF SEVEN BOLT • Oyp.UmWdboW p) iw m.Aw�r,NxX iw r.dp irrAd No lO wood screw GLASS n I.x,t}XwAAxP.w w9 LOADS THIS TO ACHIEVE O 2dd cdamn (Dee tebls79) CE b—danol."m 1610C. 12'0.C. 9'O.C. TAM THHOLDD WN Sl O1B40b IDISTANNEDINTO HOLDDOWN grfOF NEND y Irp 2'erPbedneTht bngN DSWITHO MAYBE INCREASED RASTICCWTFD PERMANENT WOOD WI111011TAFFECTINOLOPD 1'xITo 1m. g.M cortxhwn -S.—I--w f80.11—w wnd SCAEWANCHORS CAPACITY,PROVIDED THE PraWlxoit P weNAaJTa m��llmlMxfl • 1'x iV aWda 3� P..UPPol a° aML..wadeogaapwMAfwwooa WWcp»Ipspl Fslny>arlbbmelm l'Fomgeadpe GLASS D ANCHOR DID Dnwvp HITA dwMe wr pe nitl eNeIM ew eaxM wr aNnPo wN n emllo ellwnl),Ion d m xw Awl 7 w,%5mlan FLOOR 9HEATMNG s 1ACPLYWOOD COULD$PUT THE STUD.raxe Paw_•mow m mxxamlm nw21•aanbW♦dped°d�M wwI amaex sNPsal ro2A SWdIIIa PoIW Rpae wnwA Meaw1WmAwwlvya me>xry6"P eWYdMlwawdweawpxbeionxearan arilae 7'aNw Sal ammm 8'edga/1r AaM n>""p•14Ap""'"iWMwHarwNlaq•plyd l,MOAm FRAMN WI1H 937820A TYPICAL DETAILS glaear She,1' lee canna, Fedpe l77 Are WINDOWS-GLAZED OPENING FOR NEW CONSTRUpIDN,EXTERIOR MI MUST SE PROTECTED NA QA21NG AEETINW NOTE' Dlagorwl AND/OR EPDXIED INTO FOUNDATION PER Boed SMelting THE LIADE MISSILE TEST CERTIFICATION OF 20RE I A E 18ahe7 AND AETM E IMN ALTERNATE ANCNOR BOLTS MAYBE DRILLED 1'x 5'a i'x0' d oonAibn e peuppal OR Vw 91RUC7UPAlM1REp$SWIIH pTTAWMIxTHARDWARE PROVIDm NEWaTRJCTURES ASHER(T1'P) APPROVAL OF THE ENGINEER CONTRACTOR To ' SUBMIT CUT SHEETS OF TIE PROPOSED d.wap rvumhw x Worwde add— Pr 6UppM LOCATED WTHDI ONE(1)WEOF THEIEAN HIGH WATER MIST HAVE GAZING CONFORMING TOW ZD2 EIA,M95LLEd OEFNMm PARR( N60F.NE1996499"GCDNFIXVMW, R\\ ALTERNATIVE PPRO ' 1NeS &ang mg*ww bEMdmwMdm&rlg"AWS'an- *w atthepana edge.KWWIawMhxq is WWIo3•on<ent d4.PwWMg.b"IT Ngsraee TOWIMZONED,MMBMNBEI MATADISTANCEGRMTERNI,N,EMlE,TECQ4a1LINE •+'NnSSCREWS 7700 tapeabee,IldKrlg x.gWwmady brabKturd maneen•hd lea daMea,aananab connalae,rbh■ehea Pleiw eMMUMdbmeden tlN loge pea, PROTEtTON DEVICES iOffINAWORDANCEWRH URGE MSSEETE9TOF DETAILA-TYRCALATTACHAENTGFPLYVAOW TYPICAL SHEAR WALL DETAIL(If Applicable) OPENINGS PROTECTION TO VIDDBFRAMI:BULGING 1 Whanw/eMelMnpbcmtlnWue owri'dm 1d lnanlban,tN teb14bd awlb,rdMla DaAMpamllbdb Mroduptlb 7-led Ia9Pafoot ASTME1998AW OFA51M 13A6 AS NOTED IN NYS AEaOENTML WOE ,na.ArE A,ap Mm faneeA THAx oXE ASEm KWaT u2 oa aaATEhr MNl ar NOT TO SCALE ivuw ro tAOIPx aWRnm wxo0w aaTAMATIox araoro>Axa wan_AxD e00e PROWCMXx Far WEE emwR104 • DCTNI R.YWg00 DETAILM'NlNoavOf'EwNG ENGINEERED LUMBER-LVL 19E Fb-2,ODQpa81111CTAx5008ERIES MD(IMUMVERTICALSHEAR-2.050111 SCALE NOT TO SOME Received GENERAL NOTES: 0 02,F 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 00 GENERAL NOTES a SPECIFICATIONS: ADOPTS WITH AMENDMENTS IRC 2018 CONCRETE WORK SHALL COMPLYWITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDRX7N3 THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT N 1. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONTRACTOR AGREIZOIningHlIgaff&RUCTION 2024 '4 Cad ingH11gIL TRUCTIONPLANS, CHAPTER 3:BU ILDING PLANN ING NCLUDINGCHAPTER 4OF THE IR(2019 OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE POSPISIL&BROWN VV ALL CONCRETE REINFORCEMENTSHALL COMPLY WITH TABLES R401.1(2),P4041(3),AM R4041.1(4) INSTITUTE OF TIMBER CONSTRUCTION,AMERICAN PLYWOOD ASWCATION,AMERICAN OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS AND ALL ADDENDA OF ANY). yl 01 H SECTION R301:DESIGN CRITERIA OF THE IRC 2018. WOOD PRESERVERS ASSOCIATION STANDARDS WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK.ANY PPeals AMERICAN FORESTS PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOM CONFORL48 WITH TABLE R4042 OF THE RESIDENTIAL CODE OF DONE BY MECHANICS SKILLED IN THE TRADE. ARCHITECTS, P.C. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE B TWO FAMILY DWELLINGS 15 EDITION) NEW YORK STATE. ACCORDANCE WITH ACCEPTED PRACTICE, THE CONTRACTOR IS TO VERIFY Al MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR I TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 3. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORKWHICH DOES NOT CONFORM TO THE DRAWINGS,THE GLAZED OPEMNGSINNANDBORNE DEBRIS REGIONS SHALL BE PROTECTED 10 BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL CONTRACTOR,AT NO AD DI SECTION R303 LIGHT VENTILATION AND HEATING TIONAL COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. WORK RELATED WITH THEIR RESPECTIVE TRADE WHERE NO CODE EXISTS,THE WORK 1. SHOULD THE DRAWINGS AND/OR SPECIFICATIONS,IN THE OPINION Of THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK 1. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. W UM. SHALLCFORMTO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE OF MORE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: 8% WOOD FRAMING INTERNATIONAL RESIDENTIAL CODE ANDALL APPLICABLE SUPPLEMENTS INCLUDING THE ARCHITECT IN ORDER THAT PROPER ADJUSTMENTS MAY BE MADE.THE COMPACTOR SHALL ASSUME FULL REQUIREDOPENABLE AREA 4% 2 ALL REPAR ASTM AEiSGRADE 60 SOUTHERNBUILDING CODECONGRESS. www.pospisllbmwn Com RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH . 1.ALL LUMBER 13 TO BE NO 2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING WITH THE 141 Hampton Road T:631.283,3465 ME WORK OR MATERIAL IS IN CONTRAST TO THE CONTRACT DOCUNTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED. PROVIDE 3 SO FT OF WINDOWS 15 SO FT OPERATIONAL IN BATHROOMS'EXCEPTION: CONFORMANCE E INTERNATIONAL 4. THE LATEST EDITION OF THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT ANDAOR MECHANICAL VENTILATION IS PROVIDED 3. FOOTINGS WIDTHS SHALL COMPLY WITH TABLE R4031(1)OF THE IRC 2020.FOOTINGS SHALL BE MINIMUM SPECIFICATIONS- MECHANICAL SYSTEMS SHALL BE INSTALLED N CONFORMARESIDENTIAL CODE PARTS V&VI,CHAPTER 12 THRU 24. SouBlampt04 NY.I1968 F:631.283.3593 MADE PART OF THESE SPECIFICATIONS PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FB=875 PSI S. DISCREPANCIES: PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY FV•160 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE -WHENEVER THERE ARE DISCREPANCIES BETWEENTHEDRAWINGS OR 7HEDRAWINGS AND SPECIFICATION,iHEGENERAL SECTION R304:MINIMUM ROOM AREAS OF I TON PER SQUARE FOOI,UNDISTURBED VIRGIN SOIL.THE BOTTOMS OF ALL FOOTINGS FC PERP•625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIII CHAPTERS 33 THRU 42 ARE TO BE INSTALLED A MINIMUM OF 3 BELOW GRADE UNLESS INDICATED OTHERWISE. E•1,8W,OOD PSI CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE PROVIDE MIN.I ROOM WITH NO LESS THAN 120 SO FT PIRI.N N.m. WORK WRITTEN DIMENSIONSLLED FOR, (R N OTHERWISESEGARDI ORDERED IN ALIGNMENTS G 4. REPAR SHALL BE RUST FREE AND PLACED NO CLOSER THAN I J'FOR 85 BARS AND SMALLER 2 ALL LAMINATEDVENEER LUMBER 0 TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: CONNECTED,IN ACCORDANCE WITH SECTION E3W7 AND SIZED IN ACCORDANCE WITH B. NOTSCALE DRAWINGS OR NOTES REGARDING ALIGNMENTS OR CENTERLINES)SHALL GOVERN OVER SCALED DIMENSIONS.DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF AND 7 FOR ILK BARS AND LARGER TO SURFACE TO CONCRETE IN CONTACT WITH EARTH WHEN EB=2.900 PSI E35031 AND TABLE E35031.ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR NOT SCALE DRAWINGS. AND FOR KITCHENS CONCRETE IS CAST IN FORMS.REPAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV•290 PSI STEEL,SHALL BE 51-MINIMUM DIAMETER,AND SHALL BE S-0-LONG.NON-FERROUS ROD 7. THE OTHER ARCHRSUBCONTRACECT SHALL T R,NOR SHALL HESHE FOR G ARANTEEPERFOR THE PERFORMANCE MANGETHE OF OF THEIR GENERAL CONTRACTOR AND WITHOUT WINDOWS ARE TO 3E INSTALLED 10'BELOW THE TOP OF THE FOUNDATION WALL FC PERP•850 PSI IS TO BE I2'MINIMUM DIAMETER,N ACCORDANCE WITH E3508 21. ANYYRPRER SUBCONTRACTORS,NOR CONTRACTOR R GUARANTEE THETHEIR COMPACTS MN DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0'ANY HORIZONTAL RE13AR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO BE E•2,000,000 PSI Schneider Residence 8. CONSTRUCTION OF DETAILS'H THE CONTRACTOR H ANY OBJECTIONS TO THE OBJECTS TO ANY DETAILS CONTAINED S THE DIMENSION INSTALLED 3'BELOW THE BOTTOM OF THE WINDOW OPENING. ALL ELECTRICAL WORK D.ALL INSTALLED SHALL BE N ACCORDANCE WITH THE N E C.AND ISSUANCE 11C710N DOCUMENTS,FIE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT N WRITING WITHIN SIX(6)DAYS AFTER 'EXCEPTION FOR KITCHENS 3 ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FCLLOWNG MINIMUM SHALL BE U.L.APPROVED.ALL EQUIPMENT SHALL COMPLY WITH N E.C.110.3. 13EASURE E DETAILS.FAILURERING ANY GO SO WILL RI CONSTRUEDASCONTRACTORSACCEPTANCE. 5. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SPECIFICATIONS' UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE 9. MEASUREMENTS AT EILDINGANDTHE 4TEANSHALLBE OR GANYNSIBLEFOWORK,THE THECORRECTNESSOFSAME.ONTRACTOR SHALL 3ECTIONR305CEILINGHEIGHT 890RuchLane MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME.NO EXTRA SEALEDIGROUTED. FB=2,800 PSI FROM SHORTS,GROUNDS.OR IMPROPER CONNECTIONS, MIN CEILING HEIGHT FOR HABITABLE ROOMS•T-0' FV•290 PSI CHARGE OR COMPENSATIONS WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS THE THERMAL AND MOISTURE PROTECTION: Southold,NeW York MEASUREMENTS INDICATED ON THE DRAWINGS;ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE •HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS•T-0' B. STJOIANDARDS, ASTMA82FOR JOIN iIESFORCE AND ENT ANDRIC WIRESHAL ANCHORS AND TIES;ASTM A36 FC PERP000 PSI! ALL ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK STANDARDS,ASTM HEADED AND AND AS ANCHORS ABTMA36 E=2,100,OOD PSI RESIDENTIAL CODER AND THE INTERNATIONAL ENERGY CONS THE INTERNATIONALODE. AL 10 RESPONSIBILITY EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HMI AND FOR THE EXECUTION OFHIS 1.BEAMS ANDGIRDERS NOT LESS THAN/'-0'OC CAN PROJECT 6' FOR STEEL PLATE,HEADED FIND BENT BAR ANCHORS;AND ASTM A3666 FOR SHEET METAL RESIDENTIAL CODE ANDTHE INTERNATIONAL ENERGY CONSERVATION CODE. ANCHOR TIES. 4 ALL TREATED LUMBER IS TO BE NO,2OR BETTER SOUTHERN YELLOW PINE WITH THE CHARGEKINACCORDANCE MS REQUIRED IRD INTENT Of THE DRAWINGS WORK THOUGH CONTRACT.OTPAEICU SHALL PROVIDE IC TEDOR EXTRA 2 SPACES NGIRDER BASEMENTS DUCTERTHANOJET TO SPACES MAY HAVE CEILING HEIGHT= INTERNATIONAL ROOFING SHALLRESIDENTIAL WITH SECTIONS R802,R903,R904 AND R905.20F THE 1 METAL STRAPPING USED FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO FOLLOWING MINIMUM SPECIFICATIONS; CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVENNHE FROG NOT PARTICULARLY INDICATED OR SPECIFIED. 8'41'(BEAMS,GIRDERS&DUCTS MAY PROJECT TO 641 INTERNATIONAL RESIDENTIAL CODE. WEATHER SHALL CONfORM'0 ASTM A153,CLASS 9-2,METAL STRAPPING FOR USE IN INTERIOR FB=875 PSI 11. DEVIATIONS:THE OWNER RESERVES THE RIGHT THEAT CONTRACT.NY TIME DURINGALLOWANCEO SOFUCTION THE I LBEMATE FROM PLANS 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MN GALVANIZED AND CONFORM WITH ASTM A641,CLASS METAL PLATES, FV=175 PSI ALL FLASHING SHALL COMPLY WITH SECTION R703.4 OF THE INTERNATIONAL RESIDENTIAL OR SPECIFICATIONS.THIS WILL NOT INVALIDATE THE CONTRACT.AN ALLOWANCE DEDUCTION IN WRITING WILL BE MADE. REQUIRED HEIGHT CONNECTORS,SCREWS,SOOTS AND NAILS EXPOSED DIRECTLY TO WEATHER ARE TO BE PC PERP•665 PSI CODE, 12 EXTRAS RY HEAT&RO E:THEWILL BE ALLOWED CO TRACTORNLY HALLWOR PR VI ORDERED M IN ADVANCELLHEAT REQUI STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS E•1,BDO,000 PSI 13 TEMPORARY HEAT&POWER:THE GENERAL CONTRACTOR SHALLP0.0VIDE8MAINTAIN ALL HEAT REQUIRED FOR THE PROPER 1.BATHROOMS HAVE MINIMUM 6'-0'CEILNG HEIGHT OVER FIGURES AND ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R7033(1)OFTHE fATH A MIN TO FORMA ZINC COATING NOT LESS THAN 10Z.PER SF OR HOT DIPPED GALV W EXECUTION OF THE WORK.A MINIMUM TEMPERATURE OF 55 DEGREES F.SHALL BE MAINTAINED RING APPROPRIATE STAGES SHOWER HEAD SHALL HAVER MINIMUM CEILING HEIGHT OF 941'ABOVEAMIN,AREA OF WITHAMN COATING OF 1.8 PER SF OF STEEL CONFORMING TO ASTM BD bAII ANTIMONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM INTERNATIONAL RESIDENTIAL CODE OFTHEWORK THE CONTRACTOR SHALL COORDINATE WITH LIRA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE.THE 30'M'AT THE SHOWER HEAD SPECIFICATIONS: ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH PLASTIC WRAP'TWEK'VAPOR OWNER SHALL RARY C RESPOOSURE A LE TO PAY FOR ALL TEMPORARY UTILITIESDES SECTION R308:GLAZING S THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI BARRIER PER TABLE R702 3.5 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTION 14. FROMTEMP WEATHER LOSURESALCTEMPORARING AG INST EN HALLBEFT OR CONDED WHENEVER NEEDED EITHER TOR PROTECTION CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO FV-300 PSI R402.1.1 OF THE INTERNATIONAL ENERGYCONSERVATI)N CODE FROM WEATHER OR TO PROTECT THE BALDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS POURING CONCRETE PC PERP•805 PSI 15 GENERAL CONTRACTOR TO COORDINATE WITH OWNERS AUDIOMSUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, PERMITTED E•2,100,00 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, SPEAKERS,CONTRACTOR TORAND CABLE WIRING. SECTION R3D9 GARAGES AND CARPORTS 9, THE ENGINEER IS TO BE CONNACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS WEATHERSTRPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS i6. GENERAL SOF ALLE EQUIPMENT, COORDINATE ETC. WITH OWNER'S TELEPHONEf CABLE AND ALARM CONTRACTORS EXACT ENCOUNTERED DURING EXCAVATION UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR 6 CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL LOCATIONS OF ALLEWIPMENT,WIRING,ETC. OPENING PROTECTION FROM GARAGE TO BLEEPING ROOM NOT PERMITTED ORGANIC MATERIAL. LISTED STANDARDS. PENETRATIONS,ETC ACCORDING TO SECTION R4024 OF THE INTERNATIONAL ENERGY 17. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE DUCT PENETRATIONS SHALL BE MIN 26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R 301211 DESIGN CRITERIA CONSERVATION CODE. RESPONSIBILITY OF THE GENERAL CONTRACTOR ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND I OR ARCHITECT PERMITTED 10. INSTALL ISOLATION JOINS AONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR BASED UPON UNAUTHORIZED ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL PENETRATIONS. T ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PROVIDE VERTICAL SEPARATION.VERT:YCRESISTANCE(5I8'TYPE X GARAGE SIDE,M' NAILEDISOLTED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS, THE INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NOWIC RATED AND 18. THESE CONTRACT DOCUMENTS,AND ALL COPY RIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SIDE) it. FOUNDATION EXCAVATION SNOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE INSTALL IN A SEALED BOX CONSTRUCTED FROM 12'GYPSUM BOARD,OR TYPE IC RATED, CANNOT BE USED FOR ANYOTHER MEANS. FLOOR FRAMING. 8.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.NRE TO BE GALVANIZED OTT TESTED,AND LABELED AS TO BRING AS TO BEING'AN TIGHT•ACCORDNLG TO SECTION 19 THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE NATURE AND BEARING POWER OF THE SOIL AND REPORT ANY PROVIDE HORIZONTAL PROTECTION HORIZ ONE LAYER 5I8'TYPE X GYPSUM STAINLESS STEEL DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE R4024 5OF THE INTERNATIONAL ENERGY CONSERVATION CODE UNSTABLE CONDITIONS TO THE ARCHITECT. PROVIDE NONCOMBUSTIBLE FLOOR SURFACE 12 BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY MADE BY 6IMPSON UNLESS INDICATED OTHERWISE ALL CONNECTORS,STRAPS ETC.ARE THE ARCHITECT HAS NOT BEEN PROVIDED WITH ANY SOILS REPORTS I DATA,AND ASSUMES 112 TONS PER SQUARE FOOT COMPACTED T09I%OF MAXIMUM PITY DENSITY. TO BE NAIIE[M30LTE0IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS VAPOR RETARDERS(PITH A MAXIMUM PER RATING OF 10)MUST BE INSTALLED ON THE BEARING CAPACITY, SECTION R310 EMERG ESCAPE AND RESCUE OPENIN(5 'WARM IN WINTER'SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS 20. VERIFY DIMENSIONS AT THE SITE AFFECTING THE WORK BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13, SUGGESTED UNDERPINNING PROCEDURES: 9.ALL FLOOR SHEATHING IS TO BE 2302 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE, WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE ATTENTION OF THE ARCHITECT.NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN 44'A F.F. WITH AN ARA SPAN RATING OF 4024.FLOOR SHEATHING SHALL BE GLUED AND SCREWED SEALED AND TAPED BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS S SQ FT AT GRADE) SQ FT 5. (MIN OPENING AREA= A)UNDERPN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. TO THE FLOOR JOISTS(6-O.C.EDGES AND I2'O.C.FIELD). SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN-NSULATED 21. COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT ) BASEMENTS,ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED IRS ACCORDING TO ASSURE ACCEPTANCE OF THE WORK OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN OPENING HEIGHT CLEAR•24' 8)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE 10 ALL WALL SHEATHING IS TO BE 15MINCH ARA RATED XPOSURE I PLYWOOD AND SHALL SUFFICIENT CAUSE FOR REFUSAL OF THE WORK ENTIRE THE OF THE EXISTING FOOTING FOR T BE NAILED PER DETAIL(J) SECTION R40331 OF THE INTERNATIONAL ENERGY CONSERVATION CODE, 22 THE GENERAL CONTRACTOR SMALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR Of MIN OPENING WIDTH=20' ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED THE EXISTING ADJACENT STRUCTURES,FINISHES AND UTILITIES,AS WELL AS NATURAL FEATURES,TREES AND SHRUBS NO TOOLS OR KEYS ALLOWED FROM INSIDE WALL. 11.90LID BLOCKING S TO BE INSTALLED EVERY S MA7(OR MD SPAN OF ALL FLOOR JOISTS WITH WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES SURROUNDINCONSTRUCTION DE SITE RIS.A PROVIDE CONSTMAINTRUCTION PREMISES AROUND AND ORDERLY FASAND ION ANDSHRUBS FREE OF ALL MIN HORIZONTAL AREA OFWINDOW WELL SHALL BE 9 SO FT&MIN WIDTHOF36' C)EXCAVATE BY HAND BELON THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS WITH SPANS EXCEEDING B. STANDARD DUCT TAPE IS NOT PERMITTED. SURROUNDING DEBRIS.CONSTRUCTION ONSTRUROTE FENDING AROUNDTAND CURSING SING AND ANY AGE IN ACC WATER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET SURROUNDING THE CONSIRUCTKN AREA PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE M ACCORDANCE SECTION R311 MEANS Of EGRESS D)INSTALLA KEYWAY BETWFEN 9EC11W3 ALLOW 7 DAYS WRING 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. WITH LOCAL ORDINANCES. OF WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS 23. GENEALL RALLOOF O LIABILITY, ANCESHALLBEVENSATI NAN DINGTOTY.THE OWNER ER ARCHITECT RESPONSIBLE FORUT MAINTAIOT NING T WITH WALLS AND ANY SOFFITS WITH VT GYP BD E)BACK FILL 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. OF A CIRCULATING SYSTEM TYPICAL METHODS FOR CREATING HEAT TRAPS ARE'U'OR GENERAL LIABILITY,WORKMPNS COMPENSATION AND DISABILITY.THE OWNER SHAH BE RESPONSIBLE FOR MAINTAINING THE 'RAMS HORN'BENDS IN THE FLEXIBLE PPE CONNECTORS OR INSTALLING AFTERMARKET PROPER PROPERTY INSURANCE WRING ALL PHASES OF WORK MIN WIDTH FOR HALLWAYS S 34Y PIPE NIPPLES WITH INTEGRAL TRAPS. 24 THE WORK AND MATERIALSSHALL BE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL E)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 1 DILATE ARE E BE FRAMED WITH 2X8 NCH STUDS SPACED i6 NICHES O.C.UNLESS PAYMENT.DURING THIS TIME THE CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS GRANTING OF A CERTIFICATE OF MIN 1IXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE EXCESSIVE MOVEMENTREORT DOOR CRACKS NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT INDICATED OTHERWISE. THERMOSTATS MUST BE FOR CO OFGE THERMOSTATS FOR BOTHHLOWER FOR HEATING USEAND/OR CRACKS ARE NOTED AND UP TO 85.OR MORE FOR COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING OCCUPANCY GENERAL C THE OWNERS SHALL OF RE PREMISES SHALL E RECONSTITUTEALL WASTE AND OF THE WORK. MIN,OPENING 3'-0'WIDE x B'A'HIGH 15 ALL)DST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE NO HEATING 25. THE GENERAL.CONTRACTOR SHALL N RESPONSIBLE FOR THE REMOVAL IF ANDH HOLD DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36'CLEAR.HANDRAIL PROJECTION S 4 VMAX SIMPSON TYPE 304 OR 316 STAINLESS STEEL. TAKES PLACE)OF AT LEAST 6'F.HEAT PUMPS REQUIRE A THERMOST 7E,'Lp'`' A ��//�� LOCAL,STATE AND FEDERAL LAWS CLAIMS S IN CONNECTION AND SHALL INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT PREVENTING BACKUP HEAT FROM OPERATING WHEN THE HEATING RE EMENTSCRR A MAP A P HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MIN•8'-0' 18 ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED CONSTRUCTION,OR COMPLETION OF THE OWNER I CONTRACTOR AGREEMENT. TREADS AND RISERS 8.25'MAX RISE,9'MN.TREAD GALVANIZED BE MET BY THE HEAT PUMP ALONE. 28, THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE ANYTHING FOUND ON THE DRAWINGS AND NOT FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION H f t!1E(t='IKh((N p E p gY Z B Ak MENTIONED IN THE SPECIFICATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH S A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN IZ-T BETWEEN STEEL PERIMETER RIGID FOAM INSULATION BOARD'FOAMULAR'150 ASAMC Ep . REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS. OPENS CORNING. CHARGE AND MATERIALS MUST COMPLY NTH THE 'EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING PLUMBING NOTES:PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A38 WORK 27. GENERAL CODE REQUIREIENT3-INCLUDING BUT NOT LIMITED TO: �� -79 0. ALL TRADES, MAN SHIP � r[, ONE AND TWO FAMILY DWELLINGS(I.R.C.),TOGETHER WITH THE 2D16 UNIFORM CODE SUPPLEMENT AND ALL LOCAL,STATE AND OVER STABS SIZE OF LANDING IS MIN,36'IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL 2. ALLBUTED CONNECTIONS ARE TO BE MADE WITH A325 BOLTS. GOVERNMENTAL AUTHORITIES HAVING JURISDICTION TO STAIR OR DOOR SERVED THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRA I FLOOR, BALL WORK AND MATERIALS MUST COMPLY WITH THE 2015INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2018 3. SWAREARECTANGl1LAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION PLANS,SCHEMATICS AND INSPECTIONS REWIRED BV STATE ANDL C^2��e,,A'N SUPPLEMENT,MECHANICAL CODE&PLUMBING CODES, WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500, ALL WORK RELATED WITH THEIR RESPECTIVE TRADE WHERE NO CODE ,THE WORK C. HABITABLE AREAS SHALL BE VENTILATED PER(I.R.C.),R�3 AND BATHROOMS SHALL BE VENTILATED PER D R C),R303 3 THAN 2%SLOPE SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDI , D SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF 4 ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1MR'BOLTS OR UNLESS INTERNATIONAL RESIDENTIAL CODE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE THE(I R.C,)J R314,R315,NT*PA.72 AND U1217,UL2034 REQUIREMENTS. PROVIDE AT(EAST ONE HANDRAIL ONE SIDE OF STAIN WITH I OR MORE RISERS. OTHERWISE SHOWN ON THE PUNS. SOUTHERN BUILDING CODE CONGRESS EFINISHED ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE(IRC),)-CHAPTER 9 1.HEIGHT-34'MIN,38'MAX 5, 12'WEBSTIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND ALL PLUMBING WORK SHALL BE INSTALLED INCOMPLIANCE WITH THE INTERNATIONAL w�R F.BUILDNG STRUCTURAL MATERIALS OR ASSEMBLY SUBJECT TO DETERIORATION SHALL CONFORM TO(I R.C)SECTIONS2.CONTNUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN OVER ALL COLUMN SUPPORTS, RESIDENTIAL CODE PART VII,CHAPTER 25.33. Z.B.A. 5ARRIIBSIOD 8-G-24 R317&R318. ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS G ALL HABITABLE SPACES SHALL ALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF MIN 5 S.F.ON DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE EXTERIOR 3.MIN HANDRAIL SPACE BETWEEN WALL AND RAIL•1 12' 6 ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM THE FIRST FLOOR AND S.7 SQUARE FEET ON THE SECOND FLOOR BOTH WITH 24'MINIMUM HEIGHT AND 20'CLEAR WIDTH PER TO AWS AND AISC STANDARDS JOINTS WELL CAULKED SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL -1 DaAVANw AN TEOTCArC AR RE PpoPERn oP (IRC.)R310 SECTION R312 WARDS JOINTS WELL CAULKED AND CEMENTED. SOLELYW HREEPEO TO PC ANDAREPCR NO H PROVIDE SAFETY GLAZING PER RC.SECTIONS R3084&R301.21.5 SAFETY GLAZING SHALL BE PROVIDED IN ALL WEDLYYNTH RESPECT rO THIS Ci THEY ARTORS TO BE OR 0 ) ALL RASED SURFACE 30'ABOVE FLOOR OR GRADE TO HAVE 38'MIN WARDS OPEN 7 ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END Of EACH HORIZONTAL DRAINAGE ABED m i11E OWNER,co"m"croR,B ADDITIONS TO OR DOORS,PANELS WITHIN 24'�DOORS, 9UPPUERe ON OTHER PRwEcra OR Pa+AODTroas To THIS I.SHOWER I TUB ENCLOSURES,AND MEETING ALL OF THE FOLLOWING THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 STAIRS 30'ABOVE FLOOR OR GRADE SHALL HAVE 34'MIN.WARDS RUN,AT EACH BRANCH CONNECTION MFIE RE ACCESS IS AVAILABLE),AND AT THE BASE OF PROiEcrOUT..THE a 11 THE VAaRA PDBPISILI BALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. BRovmARcN-TE.P C BM 1 BE DEEMED THE AUTHORS SQUARE FEET AND THE BOTTOM EDGE IS LESS THAN 18'ABOVE THE FLOOR AND THE TOP EDGE 18 GREATER THAN 36INCHES GUARD OPENINGS NOT TO EXCEED 4.9P ALL VERTICAL STACKS VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE AND RETrvN 1-CO WN-STATUTORY Ann OTHER (SPHERE) RESERVED MHT9,1-TIONro THECOPYR-THE ABOVE THE FLOOR AND THE GLASS IS WITHIN NICE AN ADJACENT WALKING SURFACE INCLUDING STAIRS&LANDINGS AND TUB VERTICAL STACK(S)WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND DESIGN eHaANANO M RISEDHEREIN.INCLUDNDALL PLATFORMS AND WITHIN 60'OF A STAIR LANDING. SECTION 313:ALARMS PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR TECHNICAL DRAH+Nce,ARE PROPRIETARY ANo CMNOT SE J.ENCLOSURE&VENTILATION OF FUEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH R C. PROVIDE conEo,OmLICArEO.Or+coNNERCIULr EzaaTED,w 0 1 SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE V CINITY OF DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE SEWER IS HIGHER THAN WHIT E ON IN PART xT-T WRITTEN AUTH TION OP KFIRE STOPPING SHALL BE PROVIDED PER(I.R.C.)R30Z 11 AND DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF BEDROOMS AND IN BASEMENTS THE MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS PDBPIBIL A SRbAN MCwTECT%PC. VAC)R3D2.12 WITH TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS. -ONrsaxx AURIOHOPRESERVED L.HABITABLE SPACES SHALL BE PROVIDED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION(MIN 4%OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL AREA)PER PART V R C)R3031 FIREDBURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. FROM WATER METER,CARRY 3I4'MAIN TO LAUNDRY,SAN AND WASHROOM FIXTURES, s..I M. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH(I.R.C.)R302.5,R3026&TABLE R3026 01 EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES WITH 1r7 BRANCHES TO FIXTURES,AS REQUIRED CARRY 3WEIRANCHTO WATER HEATER ,E,.E"--Asti, N ALL STAIRS,RAILS&GUARDS SHALL COMPLY WITH(IR C.)SECTIONS R311.7&R312 RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND 314'LINE TO HOSE BRIES.FROM WATER HEATER,CARRY 314'SUPPLY TO ALL ABOVE �.5 OLM&S. Fc 0 PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY&TERMITES SHALL COMPLY WITH D RC)SECTIONS AND THERE SHALL RI ARY POWER ITCH IN BAIT RIES OR THAN THE OVER CURRENT ROOM WITH BRANCHES AS REWIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL a JN Oq 1 R317 E R718. DEVICE PROTECTING THE BRANCH CIRCUIT. BE 1'COPPER.PROVIDE HOSE BtBBS AS SPECIFIED IN THE CONSTRUCTION DRAWINGS. 28 UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO PROVIDE SHUT OFF VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FUTURES,AND AT VACUUMING,WASHING AND POLISHING 02 ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE HOSE BIBB BRANCHES 29 THE GENERAL CONTRACTOR S RESPONSIBLE,WRING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE VERIFY CONDITION, AND CAPACITY OF EXISTING WATER HEATER SYSTEM e TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY PRECAUTIONS , , NSCONNECTED THEREWITH COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED OtB406 30. THE GENERAL CONTRACTOR S RESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK AS BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC AND ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS WATER HEATER TO COMPLY Qp4' WELL AS FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.S.UNDERWRITERS CERTIFICATE AND THE INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT WITH SECTIONS P501A d},,P502A.P503.1,P50441,P5046.1,P5047.P606.1(0)OF THE rf OF NEVty CERTIFICATE OF OCCUPANCY/COMPLETION. THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. INTERNATIONAL PLUMBING CODE AND RM20051 AND RM2005.2 OF THE INTERNATIONAL 31. THE GENERAL CONTRACTOR WARRANTS THAT IT 18 EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF RESIDENTIAL CODE CONSTRUCTION REWIREDHERE UNDER.BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR S DEEMED TO HAVE 03 NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE D•Rro"'"�' REPRESENTED THAT ITS FIRM,SUPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED IN THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE SUCH DEVICES SHALL BE IN FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC AND PERFORMANCE OF WORK REQUIRED,INCLUDING THE WORK NECESSARY TO PRODUCE THE BEST POSSIBLEAEST'HETIC COMPLIANCE WITH THE REFERENCE STANDARD IRS 17.1. BLCWOFFS REWIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAS AND APPEARANCE FOR THIS PROJECT,CONSISTENT WITH THE CONTRACT DOCUMENTS,AND TO HAVE OFFERED SUCH EXPERTISE OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE TYPICAL NOTE5 AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTO AN AGREEMENT WITH THE GENERAL CONTRACTOR. 04 SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) FIRECLAY TILE FLUE IN MASONRY CHIMNEY. 32. THE GENERAL CONTRACTOR SHALL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE SO THAT 06 CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS CONNECTTO ALL S DONE IN AN ORDERLY AND SECURE FASHION. RESIDENTIAL CODE SECTION R315,ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES 33. ALL SITE WORK INCLUDINGBUT NOT LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN ONE PER FLOOR DETECTORS CAN BE BATTERY POWERED, FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT OF HEALTH. CONSTRUCTION DRAWINGS AND REWIRED BY INSTALLATION 34. THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 10D Poa 35 THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL PRESSURE. CONTRACTOR,ALL SUB•CONTRACTORS AND THEIR SUPPLIERS 36. GENERAL CONTRACTOR HEREBY SPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED, AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION WRING AND ALL ADDENDA(IF ANY)ARE SUFFICIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED CONSTRUCTION. THEREIN IN ACCORDANCE WITH ALL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT NOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN DOCUMENTS,IN ADDITION,IF GENERAL CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD ACCORDANCE WITH SECTION N1103 4&N7103 5 3 OF THE INTERNATIONAL RESIDENTIAL HAVE KNOWN THAT ANY OF THE CONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OROMISSION, CODE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION THEREOF. ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION Iq �l POSPISIL&BROWN 1� ARCHITECTS,P.C. Received SEP 10 2024 xaw posp silhrown min 141 Hampton Road T:631.283.3465 Southampton,KY.11968 F:631 283.3593 Zoning Board of Appeals Schneider Residence 890 Ruch Lane Southold,New York 6 A-2 g'.O^ Fxishng Foundation to Remain ' 7-0" Gnstng Foundation to Remain .............................................. 3—Edge of exietn9 deck to be removed Ito align w1th Cii tmg) Edge of ensbng 8'concrete filled '5ona'tube, T.O.W.--I'-4"t,F,V. deck to be removed �' ........ ........................ * B5 rebar dowels to be drilled 1 epoxy _ .'""'"' net into existn foundation wall nor to \ 1 9 F 7ormmg new wall 12'o.c.vMipily,typ. 1: 1,��,�------ ___ I :N AP 8'concrete hued ('" FOUNDATION PLAN LEGEND I 5ona'tub..typ. 1 I " I 4 t SAND A55UMED IX15T. ` ® ^" �}n I I 1 — 8' I v 6�FILL7 CRAWL5PACE d e BY L D �) e n 1 &isbng Construction To Remain I IXISTING N --•-� ------7 Ex,ating Construction To Be Removebl CRAWL l: 1 1 SPACE N5 rebar dowels to be , .F...................................... Poured Concrete Foundation Wail I drdieel 4 epoxy set.rto 1 { t"L _ 1 —stingfoundation wall R 1 L) Stone Brack Veneer `../ 1 J pnor to forming new wall uy,g t A_3 I 12"o.c.vertiplly,typ. � e, .;.-..�......k.:: C.M.U.Block Wall II 1 ---- Poured Concrete Footing II 1 1 A55UMED EXI5T. 5teel column 1 ` I CRAWL 5PACE wood column Post Fran Above Gas mete Z.B.A. 5ub."'e— 8-6-24 --- Beam Une — IXISTING 1 I I rNE9E ORAvallos ANo anEcinunore ARE"'E UNFIN15HED s RRorEarr oc vocis�asRwmi Ant TECreac ANOARE-- `j Direction of Framing Above 5 +I I BASEMENTuEirwTNRESPEOT ro TIISRROJEOr Tav ARENOT To eE I.— ( I I I 5 09Y THE ONMER,NWE SOR&IBOOMM TO HS — --{ I t o SURxiEne aN orNEa RtaEE C OR FOR ADgTIOHe rO TMls a A-2 RROJEOT ourace THE B�JRE or rNE woRx ro�ist a B.O.F. Bottom of footn IXISIING CRAWL I oRErwN Au oovxPC—aUFT ERY/Ja oTNER g C"'�`'�" 1 SPACE I I °-m RE Es RVSOMTH88 NRAGOnIONTOTNEaOORVRHs rNa T.O.L. Topolledge //�`I— I I u' — oesicNswvm"rvocesc—14EREiN mauwNGALL l\6•Ll— SPACE zar I rECHWGI ORAONNGS ARERROPRIETARYMEC rvarEIE T.O.S. Top of Slab 1 I i 9 0 w�sw�rE.e.rn ICAAaTEtonT�iR waETT eN�uR01—,P1 E Edge of new POSR&Lb aRghNARC-EOTa,PL T.O.W. Top of Wall Q Wm'RIGM taa3 All RIONTB RE9ERVEO 9tep9 above I I I Eq. Equal Edge of existing I I _—__— I I y\�µE.AARChT F.V. Field Verify raised deck 1 I QN,` HotMESp lf�r strove,to remain J, i 0 OZ. On Center T.B.D. To Be Determined L <V 1 U.O.N. Unless Otherxnse Noted 8t 018401�y. A F.F. Above Finished Floor House trap 4rf OF No Framing Notes: 1.) P—de solid blocking below all frame walls. 3'-6" 6ustng raised deck Existing House to Remain ' �_6. 6't FOUNDATION PLAN 2.)M dimensions are from framing unless atia ree noted. a 3.) Use(3)2x8 headers for wndows and doors unless other—noted. 4.)Wide flange beams anth ofset pant loads from above to receive web stiffenem below offset point load,typ. A z raNumbr FOUNDATION PLAN `� �� Received POSPISIL&BROWN ARCHITECTS, P.C. SEP 10 2024 FLOOR PLAN LEGEND of Appeals ppeals f-tmg Construction To Remain www.pospisi@mwncom Zoning 141 Hampton Road T:631.283.3465 &,sting Construction To Be Remwed Southampton,NY,IMe F:631.293.3593 New Framed Construction Poured Concrete C.M.U.Bock �)W Eq. Equal q Cents has Schneider Residence F.V. Field Verity O.C. On Center 890 Ruch Lane T.B.D. To De Determined Southold,New York U.O.N. Unless Othervnse Noted A.F.F Above Finshed Floor 6 9'-O"proposed rinsed A-2 6'Exist.deck deck over feotpnnt of to be removed sainting deck on grade 1 29'-2"r(Existing to Remain) 16'-7/."t(EATstmg to Remain) 3'-6.f 6 ....gy0"............. ........... --yE—Edge of ewshng deck to be removed Edoe g ................................................ (? nENTPY � to be removed outdoor er 3 New ............ ........... of V Outdoor —tzemwc exisc. Shower steps and platform ——— s NEW DECK DINING ROOM ' N°�",. 2 .................... s BEDROOM#I a io f ' ! r---------------- n n I I LIVING ROOM El \11 Existieckng 4 new I A L M A n ds toe a bt I I I CL. CL. same kvcl I I I ,'�" i 5 fl I L_ 1._ I BATH o REA_� E Z bmis✓n 8-6 24 ———— ———- I I Perm fled Ij 62 — AREA Nei [inmrt r OF N# ros is glee cHP Al nRE HE I—F pT W DECK I BREAKFAST (o�� = ER Tors on roR AoanoNST,Hie 2 K D�RTH T aJBLDNt MEN TDORBE n I A KITCHEN CL. -, c D P ! " EOP rHE WONN PosP�sli I _ p 1 8 BH LLaE DEEMED IHE AU RB HALL I BEDROOM#2 E I I I DESIGN6 O MA1 DEeCRIaEO HEHEIN.N UDiNO ALL JJ °I'r'9� TEB.ARE I—RIE—AND G1NAT BE Exist.roof ( BATH ShOWer p COPIED,CHMCµ IXiAMANOWPUI—ED.off C➢MMENCIKLY Exi—ITED,IN overhang `I N°Cnv�y< VAq EORIN PANT NITMWT WRITTEN/LTNORI]ATIONOF I Shower I POBPI81t■aRONMARCHITfCT8,P C — � COPYRIGHT 1Vp µI pIDHT9 RE8ERVf0 I g NOLMES fCt p`T 4imA�q Ole 4 Tr�TP OF NE'N+C�` Existing rased deck F-tmg House to Rem— I 6'-6" 6"t ■ w.ANa N.m. 6 FIRST FLOOR PLAN A-2 FLOOR PLAN &FIK5T Scale:j'4">a I'-O" Rpceived Top of 5,l Finished - C Pnma Rd e I lop of dlshng Finished A_2 SEP 1 0 2024 ry g 5 _ /— '�- '—" - l Prlmary Rdge _ _ _ _ _ _ _ _ _ _ Elev.+15 Finished - ev.+ 5- Finished PISIL TOP of&istng Flms + A 2 1 S &BROWN .. .. .. .. ecOndary R _.._ ._.._.._.._..—.._..—.._.._. _. ._ ._.._.._.._.._. .—..—.'_. --�Elev.+14'-I� ,F.V. _ — — '- _ _ _ _ _ ,�.I1 .'/ Top of Eelshng Fms 11Q 1 ' r .. .. —.._.._..�._. 5 e _ .'_..'1..'_ .._. _.._.._.._..J SecondaryRdge ARCHITECTS, P. �1L� 11 { C. BO,I](j,rl 111 l 11 ILlif_I1 . T Zoning 11 Iz _ IL l IJ r) U11 k�J — — — Top ofe, 9Fiisshhiol I�u I Elev.+ia'-Io ±.F.V. it 1 , Q6± Top of Ex sting Fmished � 1 T tI i"-✓r�li'-Jrl Ill :I'�1�1.I }"±�F.V, I P llrrili1 (03 D n:ng Room .1 M www. isi 12 -11 L l'1 I ,11 i il-�'J�1111 IIII Ill J L I' _ I I;- Elev.+11'7q'±,F.V. ro n•�m , 11 .I�.,;,pl,':it 1 J1 :L_ L�ll- - _ Td. u..I;I l;L..- \ Top of&istn finished i �11 I: LII 1 Il II :11� III 11' ;11�- .LI Jl.11�: III iJ_I �,.1�' iJ:I I IILI-I ILI �JI',Lll,l iIL II J:.1I l� A 11 11'LI_II!; LI[II.I!j I�,��I'] I ..I i �I �I I11"�1'l,- JI�1.-i114 '.I__1��11�.l nll'._�1 9 I,I I(`LIfi I, IJ., {h I!L'l i'!I-I I',I;II IL II, 141 Hampton Road T:631.2R3.3465 I l l i p i'',.: 1 I 1 1,L 1 ,I I. :L1'1 �: 1' u I''_IJ`I 1: "Il li l _:l '_ill' 11111-_LI .'111 ..1111 -1;I.Ii:I1 N.l II�I,11�- �.._ ._.. �Rdge @Master Bedroom ...:.__-I: III �.� .,�? 1LI:, 11] I,h 11,1.,,14 11I'IJ I I;.I:l_.1'_7�_L.J Somhsmptoq NY.119/R F:631.2R3.3593 'IIIIlf�� r41 >T. I ; I 1 1 Elev.+ V. ;I ,J 1i i,,,�l-ti JI.I.�.I Ii1�lji�L:III il�I1L I ! iJ-I II 17 LtILL,Il[ u L1' L.1_l .. ,il_,. _'1J.` li'. L!_ I ,ILII�'UL i 71, 1I1�L L1 1_ win. Pie — - -- -- - - - --- - Schneider Residence f E-fil __—__.._ __—._ _ __ FEfoao@�ret Floor„� Top of shng Pill _.. _.._.._.. _.._.._.._.._.._.._. --- -- -------- - Exl90 Ruch Lane 8 Too _. _. _.._.._.._.. _.._ ._.._.._.._ . _.. _ _ _ Floor @ First Floor Southold,New York . Elev.a-O" � I J J Exetng House(To Rema ew m) I New Deck L I N Deck/Stains �Exlst:ng Deck TO Remam)1 of I FScRaleO:YNT (W" EST) ELEVATION of °F SIDE (SOUTH) ELEVATION �e Scale:Ya"� I'-O" 6 Top of Existing Fmished j Fnmay Rge rJ I Elo,.+I fall f.v. A-2 Top of Existing Fmished - L Top OF&Ishng Fmshed i'i!I :: J,:'��ll`- 'L 1 _ _ _ _ _ _ _ _�Eccondl4'-IRa"±.F.V. _.._.._.. I —h Prlmary Rdge .-I,, IT il' r:,�:ll,'il jl l;:" !II �I I� -Ir BUILDING PFRMI�.._.._.. .._.._.._.._. — 6+Ip i1Y1;1, r 1' �II li d IL Ilu� ul l OBTDANNED fORIT E 11Illl�111 IJ -� .._.._.._.._.._.._.._.._.._.._.. 12 � I, 7 Elev.+IS'-1}'±,F.V. 6 "I 1 Y� f I�I ,Ii ILA�„� I��U�I-�r,,l,, 1l,JI — — — — Rd a MasteF Bedroom BATH ADDITION JI II�� tl(� II I,r I,,{ 'Y Top of Ex shng Fmmshed _.._.._.._. _ Jli h' L1,I, ,�y. ; ..ail JL1L:!I h� 11111'IjYI I, L ]LI Illl II1 �L11!T iu.1:1L L > 1i?•1LL.126± O DFOR BATH ADDITION Elev.+12'9"±,FV. _.;L�rl {; Ii.' .—..—., "_.. _.._.._..- Rdge@Dining Room Ll iJl 111::: UU _ �-1 J I a III i11'aJ I 4 BTAINE g@Top of g 'I { 1 L LJ 1 1. ,1,ll 12 Y L.. 1 Elev.+1 1'71'±,F.V. III 11' ,f•�,-f .-i:J, Jl i -. u'- 1�� 12 a 1LL-IJ II1,'ll.Y Il I.11Y6.111- I� I ,IJ--''I:JL, JIJLIi.LL;, QG`- L �:I .,IIIIlf :I.,•11'r Top of ExisAng Finished nIt-1, t 1 I J Jl L, TO a Masi Bedroom _11 17 i.' �i1.17r ll_11i1 I ,l 11„I IIi' �.. 9 @ Llf II -,Lll_,,�lT,.;LI_.II�lJ.,,,,.�.-, Elw.+I ±: V. FT N A L MAF - — - I I A Top of Existing Fmished -- - ---- - - ---- - -- -- '- -- - rD�, �p�R71// ._.._ ._.. ........... . - ,�— --_ .._I,—� Floor@ First Floor .._.. _ - .._ j� oor @s - --- - ---- - 10 N I � - - DATED: a L L f New 5ta &ietng Deck(To Remain) Existing Ho (T R g use o emain) F I New Add;t on I, Ezlstng(To Remain)House New Addlton I Existing House(To Remain) �I of �Ir ,fie n REAR (EAST) ELEVATION Top ofExisfi,z3shed SIDE (NORTH) ELEVATION as J _ --h Prmary Ridge Top of Exntng finished Scale:Ya"= I'-0" / �' EIe.+IS'-1t,f.V. �_ PrvmaryRdge _ Z.B.A. Submission 8-6-24 5cale:Ya°= I'_O" El-+15'-let.F.V. wr 'HE .._.._..�...._.._.._.._.._.._.._ _/ / %WOtn FOw9A80W T6POANOARE O FlY� -J SMELYrar l RESPECT TO TH9 PROJECT THEY ARE NOT 709E.—THE—El —.SU&CONTRACTORSOR SRWM ARwiTEcrs.P c 9HU SUPPLIERS M OTHER PROJECTS OR TOR ADTO— BUILDING PERMIT PMUECT WT9IOE THE SCOPE OF THE WORK PCSPISIL a L eE OEEu.EO THE AUTHORe OBTAINED FOR BATH ADDITION Top of Exobng Finished ANO RETAINA 001-1—STATUTORr ANO OTHER l dge @ Master Bedroom RESE—RIGHTS.N ADOT:ON TO THE COPIRIOHrS THE iOECMH�"CAIS ORAYANOB MEIEPROO RIkT�—C.�— TT 9E 4 New A2d Zp_ T of Finished CeJln coPTEO,wnicATEO.OR COMMERCIALLY ExPigmO,IH — — — •— — Elev.+12'9" Tor g@ Living Roan High Pont Pm10 6ROWN.W�eHI Ur T o—THORiu 10— I ✓" Elcv. a-8}"±.F.V. COPYMGHTa@a ALLRIGHTSRESEtrvEO Top of Double Wall +I Plate @New Addition Top of Finished Ceiling BM1 Ev A — Elev.+8'-I}"±.F.V. .._.._.._.._. _.. ._.._.._.._.._.._.._.. .._. /l @ Fxieting Bath ;E�' NChxrF Elcv.+7'-10�'±,F.V. Q`°y HOLM Egq cf Top Of Exlstmg Fmished / of.140 ----- Breakfast Area Ktchen Hall Bath Bedroom#2 New Bath Floes Q Firet Floor I Lavin Room Hall Bath Top of First-til FinishedE ol.Mi,a win. . .._I Elev.a-O" A.. —_.. 9 �Floor�)First Floor I 1 _.._.. Elev.a-a' I 1 EXTERIOR ELEVATIONS t 1 BUILDING 5ECTIONS I 1 I 1 Unfinished Basement I New Crawl I j I Unfinished Basement II OIRxsa N:,mw. — — — — — — •---------- �SL- LDING SECTION (LOOKING WEST) BUILDING SECTION (LOOKING NORTH) Q Ya° I'-O" 5cale:Ya° I'-O" POSPISIL&BROWN ARCHITECTS,P.C. Received www pDspsilbmwn coin 141 Hampton Road T:63L283.3465 Southampton,NY.11968 F'611.293.3593 SEP 10 2024 PmIMrMnw Zoning oa Appeals Schneider Residence I I 890 Ruch Lane 1 Southold,New York I 1 I I I I I � I i i jl 1 I I II I I I i l I I I II I Shaded area represents I I II A-umed inust.frammg, G.C.to verity condition I Shaded area represents existing floor Centerlme @ beam,post 4 pier foundation I I jwsts,to remain Gusting siding,to remain Decking to match existing,typ. I - Top of finmhcd Floor &isbng sheathing, I Top of Eno.Finished @ First Floor G.C.to verify _ L Moor @ rust Floor EL.O-0" l ...-"_-.�-.`..._T EL.O'-0',Align vnth ulstmg(F.VJ — — .. — .. — — — — — — — — il Metal flashing Top of Finished Dedc _ _ I Bluestone -� TT EL. (align with exotng) Blocking as required I I I Ix8 deck ekiK board Joust h 2.4 vertical fascia support,stere aggd o approved equal I x 12 deck fascia board I II 2x8 ACQ ledger board secured 2x8 ACQ nm board with lag bolts to existing Framing Top d Wall 7g New Porch — — 2.6 ACQ deckjasb @ 16"O.C, w/staggered wood spacers EL.- x IEVJ J i I Shaded arm represents L Sand FIII 3-2x 10 ACQ dropped bmm assumed exist.foundation, ° Post cap connector by G.C.to verify wndition I fl 7 N A Fw, MA Simpson'or approved equal " - REVIEWS Y ZBA I oZ�-'. GxG Post ° I �y /� 0 Elevated Poet base by `' I DATED: f 1 a 'Simpson'or approved equal ° 4/f'` Top of Poured Concrete �LT ° Foundation Pier Gravel EII below deck _ I Z.B.A. 5ubmiss— 84-24 8'concrete filled Son.'tubeNioo I I 1IOPEE1 OF Shaded arm represents existng " I Pc SIL�awBRow-i,RcwT�E—Icu�ao�i,R re ORP SE foundation wall,to remain uuSD eY iHE oMNERTTCVONTMCT B—O PSOJECT NTARE ETOR OR To �I Continuous poured concrete J n —PLERSONOTHERPROJECTSORSORnooinoHaroTNis ° PROTECT 1-THE—PEOFTNE-1 POSPISILS foundation-H(4000 psi) I I e—MCMTECTs.Pc—SE.—t THEAUTNcws ° AND RETAIN ALL CgaMON LAW,STATUTORY AND OTHER ,44 M4 dowels @ 18"ox. li I REBERVEo mcrvTe INE—I.E TO THE C1—U.rs THE DESON6 OwNPIJODES RISEOHEREIN,INC -N ALL TECHWCI D.AwE w2EPROPRIETARYaJ1OCANNbT BE 2-85 re-bar wntmums,3" "I I wioie OR IN 1.1 wncallouT--EN Lnu*wRaTi o'ri OF I° from top and bottom °I( I P SI1 a.—ARcx.TecTs,Pc I ° I 00PYRIGH-3 ki-MGHTSRESERVED ° e 2x4 contmuous keylomt I I1 O oLMES fO"J Top of New Concrete fwtmg (, Co conc.Align with existing(F,V.) ° .. - g ', + ntinuous poured nc. . II I I n ° Footing(4000 psi) ° ° I( ° ole Gm, �k- #4 re-bar hona.@ 18'o.c. of NE'N"f �0— O a ° ° 3-i5 re-bar continuous,3" L a ° , from bottom and sides ION 5T O DETAIL @ NEW B" M5ED DECK Bottom of Poured ° ° . ° All Concrete Foundation Pier DETAIL @ NEW RAISE D D ECK SECTION @ NEW ENTRY STOOP Scale: I}"= I'-O" (D=iv=, ,.\LL. I'-0" M EGEND POSPISIL&BROWN RecOved ARCHITECTS,P.C. SEP 1 0 201 l Column Unless noted otherwise w .pospislmrow wtn rd of Appeals 141H—ptonaooa T:631.283 3463 oning g0a om Above Soutla °° 11s6s F:631.2R3.3sv3 R ointLoad from Roof Pa aN� ——— Beam Line Interior Bearing Wall Schneider Residence Framing Notes: 890 Ruch Lane Southold,New York I.) Provide solid blockmcg below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use(2)7 J"L.V.L.headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to receive web stiffeners below offset point load,typ. 5.) Roof rafters shall be doubled-up wherever double collar ties are shown. i I I I .............................................. (2)2x8 ACO Beam ^A 2x6 pressure t—ted FINAL Wi IrLl1 �M� . ..................................... D.J.@ 6 OC . EVIEW -�� (3)2x10 AM Dropped Beam i I nn ` �Tv 7BA t E N / 2x8 Pr essure Treated DATED; " 2x8 ACO Ledge board a 1 fV V i' Z.B.A. 5ubmisaon 5-6-24 Q (O I 1 I THRE OUWINOBANDSPECIFIGTIONS IRE THE PRCI IV OF P08RSIl a&iOV.N S SI HITECTS,PC ANDARE FOR USE SOLELY KITH RESPECT TO THIS PROJECT THEY ARE NO UBEO BYTHE OWNER,CONTRACTOR,9UBOONIRACTCR4 OR 1 c I PS,N,ToONOTHER PI—E—OREOR—TIOJSTOTHIS PROJECT OUiBIOE THE SCOPE OF THE NORK PoSR81L S J BROYMAROIITECT9 PC.8HALL BE OEEMEDTHE AIRIgR9 i rt ❑ '—N AND RETAINALL COMINON IAW STATUTORY PNO (3)2x10 CQ Dropped Beam $ s RESERVED RIDHre,INYI]Olnory TO THE coPYRIGHre THE NCLLOINOALL ` 1 OEBI N9HONN ANDOE&CRIBED HEREIN,I —` I CORED, N0—CATE0R WMMERC'I—E—OITED,OIN � I A VMO E OR M PAST NITHOUT WRITTEN AUTHORIZATION OF p l I I P SLSSRpNN APCHTECTS,P C OOPr'RIGHT}8fl ALLRIOHTSRESERVED t�OIM ESN 6nstmg 2x6 F.J."@ Estdng 2x6 F.J.'s Elsting 2x6 F.J.'s @ I I a s�, / 16"O.C.(to remain) 71/ 16"O.C.(to remain) !6"O.C.(to remain) I m I rf OF NE'H y J —J � FIRST FLOOR FRAMING PLAN DMWM Nuntr &�Z'7"5T FLOOR FRAMING PLAN `� . . i i ADDRESS.• 890 RUCH LANE, SOUTH OLD 9 N. SURVEY OF PROPERTY O,Qx' �. �' A:T ARSA11�011�OQZlE O,. ��ceiv 1"QWN. 0. " S0,UT.HOL.D' • ys, CO:UN?'Y N SP 1-0�2024 . . i J1�9 Board o#: Appeals. \�. i �61 �y,� 0�, ,S'Ca+E. • 1' '• ac. ,DER s Zoos_ MAY 5,.' 201.4 (CERTIFICATION ADDED} ,yam ? CEiIpBE 29� 2 22 (SUR OC.}• . E R a VEY & SEPTIC L. MARCH 30, 2023 ,(LOT COVE & ADD,.DIMENSlONS} ULY 06 2023 (CONTOURS, WETZAIVD (ZAGS) o q LOB' CQV9P.A E �% CALC'ULAPIONS HOUSE 106 - 33 SQfT •� w DECK 1 - 91 6 SO FT DECK 2 = .119.t'SQ FT ry DECK.3 - 72.7 SQ FZ O. ' DECK 4 = 622_SO FT : DECKS..TOTAL 345 6.SO FT 1 ,p, I8, -17' `1 TOTAL;HOUSE.& DECKS =. .1409 SQ FT. �16 TOTAL BUILDABLE LAND= 7354 S4. FT �a r 17 o (LANDWARD OF 71DAL WIETLANDS BOUNDARY) `15 �`�s= O` r f409/7354= 0192 GF LOT COIiERAGE = 199 Q' 1,3 KFY. 0 - REBAR � ® = WELL p gqT NEby-1, �� . � 12 � Certified To :. �� STAKE � , = TEST HOLE Donald J Schneider ft nelo E Schneider _►` ' ® PIPE �' 11 Gj'� AL �+ e = MONUMENT = WETLAND FLAG � ?�' �� `' OSl4 unLrrr POLE : �: F 9� �. = HYDRANT ~ Tldol wetlands boundary, as delineated by En-Consultants, May 9, 2023 YS 'LlC NO. 051132=0 ELEVA770IVS•AND CONTOUR UNES M X S. LIC NO 4961 G VEYORS, A C.,E PECgNIC.SUR ARE REFERENCED TO NA VD '88 DATUM � sr- \ ANY AL7r=RA710M OR ADDI770N TO THIS SURVEY, IS A WOLAIION (631,) 765-5020 FAX (631) 765-1797 O.F. SEC710N 72Q90F THE NEW YORK STATE EDUCA.RON.,LAW., p y�op fim um:n e t AREA=7,987 SO. FT. econiesurve O -� EXCEPT AS PER SEC770N 7209-SUBDMSIQN"2 ALL CER77FICA77 S HEREON aRE VAUD FOR THIS MAP AND'COP_/ES THEREOF ONL Y IF P. BOX 909 TPJ TIE LIME SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET n COUNTY OF SUFFOLK I'iJ,I�1L� EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER October 10, 2024 Town of Southold Received Zoning Board of Appeals - 53095 Main Road OCT 10.2024 P.O. Box 1179 Southold,NY 11971-0959 Zoning Board of Appeals Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Donald &Pamela Schneider Comment: No stormwater runoff resulting from this project should be discharged into the adjoining body of water. Very truly yours, Aw"I(!�?�� By Christine DeSalvo Joseph E. Sanzano, Planning Director JES/cd Division of Planning&Environment H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,2nd FI■P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 emu!1 1ajaop l pv -b mvkk P O '""""OFFICE'E LOCATION: r a, �Q r-0 �O , MAILING ADDRESS: Town Hall Annex "•= . ' P.O.Box 1179 A A 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. & Ave.) "'p Youngs ; :`,e:. Telephone: 631 765-1938 Southold,NY 11971 r •._ F ,O LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD DEC 3 0-2024 To: Leslie Weisman, Chair ZONING BOARD O��P��,q� Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date December 30,2024 Re: LWRP Coastal Consistency Review for ZBA File Ref DONALD J.SCHNEIDER AND PAMELA E. SCHNEIDER#7972 SCTM No. 1000-52-2-31. DONALD J. SCHNEIDER AND PAMELA E. SCHNEIDER#7972—Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's August 21,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1)located less than the code required minimum combined side yard setback of 25 feet; located at: 890 Ruch Lane, (Adj.to Arshamomoque Pond)Greenport,NY. SCTM No. 1000-52-2-31. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions.MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEFIA; Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance,Town Attorney TOWN OF SOUTHOLD: Received BUILDING DEPARTMENT SOUTHOLD,N.Y. SEP 1 Q,2024 NOTICE OF DISAPPROVAL Zoning Board of Appeajs DATE: August 21,2024 TO: Pamela H.-Pospisil(Schneider) 141 Hampton Road Southampton,NY 11968 Please take notice that your application dated August 7,2024: For permit: to,construct additions,and altera`tions:to an.existih sinale4amil ;-dwellin at: Location of property.:,990,Ruch-.Lane.Gree ort NY County Tax Map No. 1000—Section 52 Block 2 Lot 31 Is returned herewith and disapproved on the following grounds: The-proposed eonsfruction,on tl 'is noriconforining:7..987 sq:'ft lot iii the R-:4:0 District;is not-permitted pursuant.to Arti'cl'e XXIII Section 280-124;which states lotsmeasuring less -than 20.000 square feet in total size require a combined side yard setback of 25 feet._ The.proposed construction has a total combined'side_yard-setback of f21.2 feet. Authorized Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA`0(_D— VARIANCE Received HouseNo. 890 Street Ruch Lane Hamlet Southold SEP O'2024 SCTM 1000 Section 52 Block 02 Lot(s) 31 Lot Size 7,987 Zone R-4 Wing Board of Appeals I (WE) APPEAL THE WRITTEN DETERMINATION OF THE,,BUILDING INSPECTOR DATED August 21,2024 BASED ON SURVEY/SITE PLAN DATED 8-6-24 . Owner(s): Donald J. Schneider and Pamela E. Schneider Mailing Address: 258 Ferry Road,Sag Harbor NY 11963_ Telephone:_c/o Pat Moore Fax: Email:_pcmoore@mooreattys.com_ NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:Patricia C.Moore Esq.for(X)Owner( )Other: Address:_51020 Main Road,Southold NY 11971 Telephone:_631-765-4330 Fax: Email:_pcmoore@Mooreattys.com_ Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED_8-6-24_and DENIED AN APPLICATION DATED August 7,2024_FOR: (X )Building Permit (front stoop,outdoor shower,and rear deck) ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXHI Section: 280-124 Subsection: Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map.(Combine side yard 21.2 when 25 required) ( )A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, 4 has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# Received -141Z SEP 1 0`2024 Zpning Board of Appeals REASONS FOR APPEAL(Please be specific, additional sheets may be used with preparer s signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: The house renovation is in kind and in place. The entrance stoop on the side of the house has been reduced in overall size and footprint. The proposed outdoor shower is minimal in the side of the house. The entire project is minimal in size and scope. The rear deck is over the existing wood deck which was Sally on grade. The original above grade portion of the deck was an inadequate size for practical use and ,l yri ent. The existing house is nonconforming,the house does not have a combined side yard of 25 feet. The proposed additions and alteration to the existing dwelling are extremely modest,have a combined setback of 21.2',;'and conform to the character of the immediate neighbors and private community. The need for the variances is technical due to the nonconformity of the lot size and setbacks of the existing house. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: The project was reduced in scale to maintain the nonconforming setbacks.The outdoor shower and entrance stoop are minimal in size. The house is being renovated and a bathroom addition was stepped bac to avoid variances. The entrance stoop was reduced in size and the new deck is over the square footage of the existing wood deck. The applicant made every effort to avoid having to obtain a variance. 3.The amount of relief requested is not substantial because:The proposed work front stoop,outdoor shower, and rear deck does not extend beyond existing setbacks of the house. The request is minimal. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because:The proposed work will have no impact on the physical or environmental conditions of the neighborhood or district. The private neighborhood is changing,and several new homes have been built or are under construction. This application is a very welcome minimal renovation and alteration to an existing house.The project was approved by the Trustees and a wetland permit was issued. The project includes an updated sanitary system. The sanitary system on the waterfront side of the house is to be abandoned and the new system installed in the front yard. 5.Has the alleged difficulty been self-created? { }Yes,or{X}No Why: The existing house is preexisting nonconforming so any alteration to the existing house,even one which does not extend beyond the existing setbacks,triggers a variance. Are there any Covenants or Restrictions concerning this land? { }No {X}Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Received SEP I ®'2024 Signa Applicant or Authorized Agent ZOnung goalrd of Ap (Agent must submit written Authorization from Owner) S om to bef�a me this au day of 2O� . otaky Public MADISON MESSINA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 ME6370536 Qualified in Suffolk County Commission Expires February 5,20au SE p1pM4 APPLICANT'S PROJECT DESCRIPTION of Appeals ��n, zo Board APPLICANT: r5 lnC4,4cJY DATE PREPARED:ning Sf�/Z 1.For Demolition of Existing Building Areas Please describe areas being removed: f ib of D H.New Construction Areas(New Dwelling or New Addi ions/Extensions): Dimensions of first floor extension: lYb P�1can [0`v► �Q2G�Uc�lu�� Dimensions of new second floor: Dimensions of floor above second level: p�lA Height(from finished ground to top of ridge): Al C-A Is basement or lowest floor area being constructed?If yes,please provide fleight(above ground)measured from natural existing grade to first floor: Y2S - � - III.Proposed Construction Description(Alterations or Structural Changes)(Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 25 . Number of Floors and Changes WITH Alterations: IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Ryir7t f (a" Proposed increase of building coverage: Afolu— Square footage of your lot: Percentage of coverage of your lot by building area: ( V. Purpose of New Construction: WG,S 102. 2 St fa VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 y, QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION oL Received A. Is the subject premises listed on the real estate market for sale? Yes X_No SEP 1 0'2024 Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. Zoning Board of Appeals B. 1.)Are there areas that contain sand or wetland grasses? ....pond-yes 2.)Are those areas shown on the survey submitted with this application?_Yes_.)Is the property bulk headed between the wetlands area and the upland building area?NO 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdict' _ Please confirm status of your inquiry or application with the Trustees: es-approved) and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? no E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?—no Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?des If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe:building permit for renovation of house G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey.Across street 1. Please list present use or operations conducted at this parcel_existing houseand the proposed use_same-renovated house with new deck, stoop and outdoor shower_. (ex: existing single family,proposed: same with garage,pool or other) Auth ized signature and Date FOLD' Town of Southold 12/8/2022 P.O.Box 1179 N; 53095 Main Rd Southold New York 11971 lip Southold, Received EP 1 0 2024 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No: 43663 Date: 12/8/2022 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 890 Ruch Ln,Greenport SCTM#: 473889 Sec/Block/Lot: 52.-2-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/21/2022 pursuant to which Building Permit No. 48473 dated 11/10/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"alterations. includine central air conditionine and kitchen renovation.to existine sinsle familv dwelliniz as Plied for. The certificate is issued to Schwerdel,Robert&Hornstein,Gwenn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48473 12/1/2022 PLUMBERS CERTIFICATION DATED t ut or' a Signature r'URM NO . 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Z Southold, N.Y. Received PRE EXISTING SEP 101024 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals Z- 34183 Date : 02/04/10 THISCERTIFIES that the building DWELLING location of Property890 RUCH LA GREENPORT (HOUSE NO. ) ( STREET) ( HAMLET) County Tax Map No 473889 Section 052 Block 0002 Int 031 SubdivisionFiled No- Int No. conforms substantially eo the Requirements for a ONE FAMILY DWELLING built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 34183 dated FEBRUARY 4, 2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING. The certificate is issued to CORNELIA SCHILKE ( OWNER) of the aforesaid building . SUFFOLK COUNTY DFPARTHWT OF HEALTH APPROVAL N/A El. .EC11RICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A *PLEASE SEE ATTACHED INSPECTION REPORT . uth ize Signature Rev 1/81 BUILDING DEPARTMENT TOWN UY SUUTHULU HOUSING CODE INSPECTION REPORT LOCAT=OB: 890 RUCH LA GREENPORT T)L SUBDIVISI(N MAP Bo.: Icyr (S) y�Py�4_' d op CMNER (S) : CORNELIA SCHILKE OCCUPANCY: ONE FAMILY DWELLING CORNELIA SCHILKE Board of AP'Pe�$ Al%lTlIBD BY: MARY MCTIGUE ACCOMPANIED BY: SAME zoning KEY AVAILABLE- 9 T5. Lv. *ATM NRP RO. iA:231 SOURCE OF PAMELA FESTA, EXECUTRIX 02/04/10 DWELLING TYPE OF OOlWTBDCTTOE: WOOD FRAME SIX)RIES: 1 0 xxrrs: 2 FoasnAT=Os: CEMENT (RAWL SPACE TOTAL : Isr PI..R. 3 2M) FIR. 3RD 0 — PORCN TYPE DECK TYR: PATIO TYPE: BATHROx(S) '1011. .rr ROOM(S) trrll. .rry 1 . 0 0 . 0 ROOM(S) . BREEZEWAY Fl : NONE GRRAGE: D(NESI'IC YES TYPE HEATER: NATURAL GAS AIRCONDITION1hG TYPE HEAT: OIL URFA AIR: X BOR'MTER: OIL 03lmR: ACCESSORY STRUCTURES GAVAGE, TYPE OF OONS1.: STORAGE, TYPE O016T.: SHINNIM POOL: GOEST, TYPE COHST.: Qllmm- VIOLATIONS CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION & BUILDING CODE LOCATION DESCRIPTION SEC R.MAR.KS BP35314 ADD/DECKS coz34182 Tr .'�"•(. a�+ qM/ 1 1- '' ��r-\Y4 `J 9 .h. �kw�. �2w G '.gyp t� S.w• v ' ` R� ^., 1 , r�,�� ••'r,ram•. `�. �. �. � '� r, .. �•, y .. � .`�a " : , 1'-; �1.1+� Y', ':'�,t,' r.'a�•,.�°',!`:J c ,��it•. _; ;. Wn t� m w- ... �S'lSl •a '.M '3s*:Tu'6A�.SCY"t T;IlS�? °R.F.t aJfn„�p, "xSS' . i. .?tt'3t?''2LSCISL'!Z. � SEP 1 01024 BOARD OF SOUTHOLD TOWN TRUSTEES g Board of Appeals SOUTHOLD,NEW YORK r PERMIT NO. 10546 DATE: FEBRUARY 14,2024 rr ISSUED TO: DONALD J.& PAMELA E.SCHNEIDER r - ` PROPERTY ADDRESS: 890 RUCH LANE,SOUTHOLD ` SCTM#1000-52-2-31 �{ AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 14;2024,and ` in consideration of application fee in the sum of$1250.00 paid by Donald J.&Pamela E.Schneider and subject i to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and ' G tc- permits the following: ' x Wetland Permit to construct a 6.51x11.5'one-story addition onto existing 1,063sq.ft.one-story r dwelling;construct a 4'x7' wood stoop and a 41x4' bluestone pathway in place of existing 62.2sq.ft.deck,stairs and walkway; construct 121.5sq.ft.raised wood deck with 41x6' steps in i place of existing 72.7sq.ft.deck and steps; and to reconstruct in-place existing 119.1sq.ft.raised deck; replace existing septic system with new I/A sanitary system located landward of dwelling; , install a stormwater drainage system;and to establish and perpetually maintain a 15'wide non-turf buffer with native vegetation along the landward side of the top of bank with a 4'wide s cleared access pathway; all as depicted on the site plan,prepared by Maresca&Associates, ' "r Consulting Engineers,last dated February 12,2024,and stamped approved on February 14, ` 2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the dax and year first above written. FOL�c _ gyp\► 0� � , y ti e 1 �dA,9x�n+T.'.truaiSS3 , n L°w`.w>ff'..• R.0 Ta �,kYsYd3bi, - Sr4iSniEL3Z ", Si� ' it j•(. �»,� TERMS AND CONDITIONS Received The Permittee,Donald J.&Pamela E. Schneider,.residing at 890 Ruch Lane gRhbl& York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: Zoning Board of Ap peals 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. ' 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be•required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded'with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. s 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Noe so.0 1. , H-0.**L_D TRUSTEES .. Assued-.-T . . . . . - - . - Date- AJ4r 4 . ess THIS.-NOTICE. MUST BE,-DISPLAYED DURING CONSTRUCTION' C m , 7`O1NN TItUSTEE-5� OFFICE sTOWN� �OF SOUTI-IOL® SOU_ THOLD:,.N.Y.. 11971 TEL.: 765:l��2 �H OUIEEASCERT610ATIONISRE000tEOFORAUTAOWfa W5TAL4nONS.n1EDESIGNENGUlEEf1 O'EN m MUST BE CONTACTED WHEN THE BOARD OF IEALTHA WASTE WATER MANAGEMENT WSPECTOR Is f `r/OF R8 coNTACTED FaR QISPEeT10N.ALLSEPTIC ANDIEACNWOFffLO fANPONENiS MUST BE VISISIE y /, S EKISRNGUITUTIESINFRONTYARD /%GB°p 'YCF h'//(/ ; _�,✓ V 'O" TO BE RELOCATED [/ A]_ •y I /Y 'NOTE AI A MAINTENANCE CONTRACT&CONRNUOUSMAINTERANCEISREOUIRED j V '% r-__1'=�`'n z Rf OO FORT 4 HE PROPER FUNCTIONING OF ALL UATREATYENT TANKS -01 Ilk, ROANT/ f9(IS1RWG t-STORv2-BEDROOM RESD]ENCE �Nph7/ \\NOS�), ,rG OR ?onTS7 CF F`•i S. / { T��,��, GB FFE:20.91 MG FIRST FLOOR FOOTPRINT:ID63 FP C�SO•(��, SRO �f\ ,u1s �AYQj cy�R//Oqr' y cHHFi i� �• "' w174.75"MTHROOMADDITION FRO v %�' / t�� w o _4�__— ^hCJ S f ��; MC'•(yM 9AF ] ALLSITE DATA SUPPLIED BY PECONIC SURVEYING, n w 'eh,T -'�1q n' SOUTHOLD NY OSOSII REVLSED OT.OfiTJ PROPOSED ROOF RUNOFF DRAINAGE Lry ro $ SOt7Q• (+S?� G�R/-+Y_ EIEVDATIOH9`NAV019BSDATUM (3)4'DEEP LEACHING GALLEYS 't H �'TT/ 3 'T� PROPOSED SITE PLAN SUPPLIED BY 02_ OFA4 POSPISIL BROWN ARCHITECTURE � "0,9 UU HOLE 4A"ROVED BY ~ PROPOSED 4'■r WOOD STOOP AND 4•A 4• ,yp J -i 3 ^•r'� y / BLUESTONE PATHWAY TO BE CONSTRUCTED IN T �•�O \ F 1RU_"PLACE OF 6]2 SF WOOD DELI(STAIRS AND�4 � O� ` _ SOUTHOLD0WAUMAYTO BEREMOVED �. A 1 ! L4,Lolq' �ro z4jOs(y a Ol m �gTFip 06 7<In PROPOSEDHYOROACITONA TREATMENTTMW- ... ,r. �! V _ SUITABLE FOR 4 BEDROOMS("0 GPD) fie lq�Jtdi I�' WITH LOCKING COVERS TO GRADE �..� �iJ W PROPOSED PROJECT LLMRING 1t1 "l,E.�i �Y�1•`44 _F _ CONTROL PAN ELWITHGFISERWCE.OUTLET, Sri FENCE IN ORANGE �••� 4L`4C' 18' VENT WITH CARBONFILTER ANDHYDROACTION AREA OF DISTURBANCE=5550 BF ^/ HP8000MPRE550R TO BE INSTALLED WfTHW ')j:..' •"`�•LL• VIEW OF TREATMENT TANK .� �16-__�TiA OF H W1%G A I7 DEEP LEACHNG POOL . " J%!;i• eIT 17'- H EXPANSION POOL gW YO O61S i y r (v p O a AR . PROP0.SED4.75FV DDMONBATHROOM ADDITION E &Ss11S,71.]5FP ADDITION 4� MAINTAIN 4•wibE CLEARED t 1 ACCESS PATHWAY ;',04� ty. .e2 'd �� O rV �,d�p/ ,y SCHNEIDER RESIDEN $4 Eu % 4, cy - RUCK LANE.SOl1TH0ur "+� ABANDONED SYSTEM WASTE LINE TO BE _15 ? Q' ABANDONED ALLOWABLE INGLOTCOVERA 1409SFOR19%(PER SURVEY) 7 `?'� �' •k- �04' •� ALLOWABLE LOT COVE:1470.8 SF OR 20 SOUTHOLD BUILDABLE LAND AREA(EXCLUDES WETLANDS):7,354 SFLLI Z q s.' of cq �y Qo TOWN DEFINED LOT COVERAGE Z 0) UJI UJ \ .k 13 eg ._',;`` _ p 2� STRUCTURE AREA SF % ❑ LU 4e. LU P EXISTING ROOF UNETO REMAIN HOUSE 1063.3 Lu Q M -12 i�' -A-• -/ y EXISTING SEPTIC SYSTEM TO BE DECK 1 91.6 .9 / `` ABANDONEDAS PER SCOHS REGULATIONS ®a - 11- DECK2 119.1 Lu yA2o Y DECK 3 72.7 O8 \� •.- BUFFER EO'15 WIDE TE WITH W U) 1 "'YYY ` �e B- O- BUFFER TO TA PLANTED WITH Z 9P wig s NATIVE VEGETATION a DECK4 62.2 = O 'S'A_ �'Ay a, 1 TOTAL EXISTING 1408.9- 19.16% U 970 �Qhr `,p Tidal we0ands boundary,as delineated by En-Consultants,May 9,2023 u"�' (n a_ 1-STORYADDITION 7.4.75 REMOVE DECK 3 --72.7 N GSA ` �rlM n 7EST H REMOVE DECK 4 -62.2 DRAWN BY. KM SANITARY SITE PLAN DATE: 01.0424 sCAE-1.10 2� \\-� PROPOSED DECK 3 121.5 SCALE: AS NOTED -, - TOTAL PROPOSED 1470.25 19.99% SHEET t0 O 11 211' APPROXIMATE LOCATION OF EXISTING UTILITIES. PROPOSED UTILITIES ;J- = . TOWN OF SOUTHOLD ; j:, SUFFQCK�o BUILDING DEPARTMENT TOWN CLERK'S OFFICE Received is SOUTHOLD, NY SEP 104024 ' BUILDING PERMIT Zoning Board of Appeals (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED.PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50968 Date: 7/19/2024 . Permission is hereby granted to: Schneider, Donald 258 Ferry Rd §aq Harbor, NY 11963 To: construct additions and alterations to existing single-family dwelling as applied.for per DEC Non-Jurisdiction letter&Trustees approval. At premises located at: 890 Ruch Ln, Greenport SCTM #473889 Sec/Block/Lot# 52.-2-31. Pursuant to application dated 5/9/2024 and approved by the Building Inspector. I To expire on 1118/2026. Fees: 1 SINGLE FAMILY.DWELLING-ADDITION OR ALTERATION $287.50 CO-ADDITION TO DWELLING $100.00 i Total: $387.50 I I 1 Building Inspector i ��Pf 5o�bg A�Ml�+ons /ArI}e✓o�f'� or►s ... . . . .. . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _' ISSUED'TO SG 061DEIZ DATE '7�Iq 2OZY ADDRESS S�IO UP- . 1'11 This notice <must be displayed during construction and returned. to Building Dept. to get acertificate of occupancy upon completion`of work. a �� BUILDING INSPECTOR'S OFFIC:E, TOWN OF:SOUTHO�D s � 1� SOUTHOLD, N.Y. - AGRICULTURAL DATA STATEMENT lieceived ZONING BOARD OF APPEALS SEP TOWN OF SOUTHOLD g O'ZOZ4 Zoning. g WHEN TO USE THIS FORM: This form must be completed by the appucaREJ%rQln000gSigl use permit,site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: toy-6d J `I �O•kl(�2,�Q LXJ 1 i�� 2. Address of Applicant: ate$ �YYI,� C20G�d,�'Qq �C�.Kb�l/ �1l 1�g1C�3 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: YmrnQ 1'1d e 1 YQ- .e Spzqw►kln rer}�Chdn ��' 6. Location of Property: (Road and Tax map Number) Mn Q, M ICAO- tQ-@a- 31 7. Is the parcel within 500 feet of a farm operation? { } Yes {x} No 8. Is this parcel actively farmed? { } Yes X No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 2. 3. 4. 5. 6. (Please use the bac is page if there are additional property owners) Signature of Applicant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix Received Short Environmental Assessment Form S EP ] 0`ZOZ4 Instructions for Completing Zoning Board of Appeals Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location ma 1 jz) i Brief Description of Proposed Action: Z —J I 1:;�VTt sfm 9 &V'MDCW- 'S 0o l d rr2Gul Je ' (y Ire a wa'y-law-e - C©vtA�rued -1�a cl� Z •Z whem 4t Cf V I r\e - Name of Applicant or Sponsor: D f,, Telephone: C tlo / caJ c�.fi• i1-Etd'LI 'i ilt11Y17-�e "`�'' c E-Mail: (� Address' 225 -6 f" City/PO: State: Zip Code: 1 •4�-✓ ( d alp t r Ct ro 3 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2.Does the proposed action require a permit,approval or funding from any other governmental Agency?If NO YES Yes,list agency(s)name and permit or approval: X 3.a.Total acreage of the site of the proposed action? -7.,q '7 5 acres b.Total acreage to be physically disturbed? . 6 L acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? §ftres Page 1 of 5 4.Check all land uses that occur on,adjoining and near the proposed action. oUrban ORural(non-agriculture) oIndustrial oCommercial ''Residential(Safemwived oForest CAgriculture OAquatic oOther(specify): DParkland SEP.1 0'20ZQ Zoning Board nf 5.Is the proposed action, NO YES N a. A permitted use under the zoning regulations? k b.Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES X 7.Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES f Yes,identify: Alcidn • �� __ S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES x b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action ? x 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10.Will the proposed action connect to an existing public/private water supply? NO ES Y If No,describe method for providing potable water: S c wA - X 11.Will the proposed action connect to existing wastewater utilities? NO ES Y If No,describe method for providing wastewater treatment: UU.lnW 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic Places? NO YES b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? v b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: X �i�i'1�9 ¢A �llCmtil�"g 14.Identify the typical habitat types that occur on,or are likely to be found on the pr?OX eck all tlhat app y: © Shoreline ©Forest ©Agricultural/grasslands ©Early mid-successional an ©Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? �( Page 2 of 5 � J 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources. NO YES If Yes, SEP 1 x a. Will storm water discharges flow to adjacent properties? ©NO O YES O 2624 b.Will storm water discharges be directed to established conveyance systems(runoff§tog6dF6n&?Appe �S If Yes,briefly describe: ©NO O YES 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO ES Y solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO VES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE pp, pplicant/sponsor na OD Date: OZ Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the f llowing o questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No, or Moderate sm 11 a to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? Page 3 of 5 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to in orporate reasonably available energy conservation or renewable energy opportunities? eeeive 7.Will the proposed action impact existing: a.public/private water supplies? SEP 1 0"202 b.public/private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic,aiMeOLNJFICVl,ol Arpeals architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? No,or Moderate small to large impact impact may may occur occur 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impa tsc. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed onsidering its setting,pro ability of occurring, c b duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Page 4 of 5 o Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. �� o Check this box if you have determined,based on the information and analysis above,and foo6cumentation, that the proposed action will not result in any significant adverse environmental impacts. SEP 1 0'2024 Name of Lead Agency o n ng Board of Appeals Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 5 of 5 APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNERS AGENT) The Town of Southolds Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Received YOUR NAME: SCHNEIDER DONALD J.AND SCHNEIDER,PAMELA E.AND PA ,� 0 ar-rno NATURE OF APPLICATION: (Check all that apply.) Tax Grievance /Zoning Board of Appeals Variance _X Special Exception If Other, name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold?Relationship includes by blood,marriage,or business interest.A business interest means a business,including a partnership,in which the Town officer or employee has even a partial ownership of(or employment by)a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO_X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself(the applicant)and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ? day of _(� Signature: Donald JVceider Po '^^ Zriel eider cia C.Moore Board of Zoning ADpeals ADDlication 7L Received OWNER'S AUTHORIZATION SEP 1 0:2024 (Where the Applicant is not the Owner) Zoning Board of Appeals We, Donald J. Schneider and Pamela E. Schneider residing at 258 Ferry Road, Sag Harbor,NY 11963 do hereby authorize Patricia C. Moore to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Donald J. Schl&er Pamela E. Schneider a Town of Southold LWRP CONSISTENCY ASSESSMENT FORM-eceived A. INSTRUCTIONS SEP 10:2024 Zoning Board of Appeals 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency.*Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# SZ _ v2 _ The Application has been submitted to (check appropriate response): -7 Town Board Q Planning Dept. 0 Building Dept. X Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning El activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: M Nature and extent of action: front stoop,outdoor shower,and rear deck to existing house Location of action: ✓ Ruch Lane, Southold Received Site acreage: T 9 97 SEP 10024 2OZ4 Present land use:An Existing house Zoning Board of Appeals Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: D6MW S1, 55hn ej-Je -Pgir-&tc (b) Mailing address: Z c��G_ f�Cen/(R�►' 1 1963 !1 32 (c) Telephone number:Area Code ( ) �� 7� �` C-21 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes No ❑ If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ©Yes ❑No❑ Not Applicable The existing house and proposed alterations are in character with the original community. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria X Yes [:I No &lot Applicable the existing house predates zoning and the existing setbacks are being maintained. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria r X Yes 0 No[] Not Applicable Received Improvements to existing dwellings which do not expand the structure must be enco ra ed and are supported by the LWRP. SEP 0 2024 Attach additional sheets if necessary Zoning Board of 4ppeaW NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria -X Yes [a No❑ Not Applicable No impact on flooding or erosion Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III— Policies Pages 16 through 21 for evaluation criteria X Yes [}- No 0 Not Applicable The existing sanitary system on the water side of the house is being replaced with an updated system located in the front of the house. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. ❑Yes [:] No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III—Policies Pages 32 through 34 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. X Yes ❑ No ❑ Not Applicable —The existing sanitary system is being replaced. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, R806406nd public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. SEP 1 0:2024 ❑Yes ❑No X Not Applicable Zoning Board of Appeals Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ NIA XNotApplicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑- YeP NOX Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Q Yes❑ No❑XNotApplicable attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Q Yes❑ NcF]X Not Applicable Created on 5125105 11:20 AM �JNALD & Pfuvl%LA SCHNEIDER,89w L.JCH LANE,�ig,.PUTHOLD Received s SEP 10 2024Loa t•='—`" Zt)fii nU noarr of g r Li;urc.;. Lookin norlh%ram lop of'bank at waterside of dwelling and exAlim;decks/o be replaced and expanded. ZI ir M. ot 3. +e P Figure 4. Looking umlh at roadside oj'house, TOWN OF SOUTHOLD PROPERTY RECORD CARD VILLAGE DISTRICT SUB. LOT P.-611 0 Q vie i!' 1 17L--LLI.-1 t,l- - FORMER OWN E N 'E ACREAGE 7-1 Z�. S W TYPE OF BUILDING ' REST SEAS. VL. FARM COMM. I IND. I CB. MISC, L LAND IMP, TOTAL I DATE REMARKS . c •' r a5 �..,, N-'�.G.��'��cnS �'C �%�TDn� • ------ --- ---- - s ySy 73 ds-bv,l7'` ��x - �✓r4�C • AG—E-- — BUILDING CONDITION �•�� 14� _�1�jLrtC�` �� x �,,�•�,,d�� cYwM� 1n ��f1@�„a�_YSi��J�R NEW I NORMAL BELOW ABOVE Farm Acre V� ue Per Acre Value Tillable 1 0 Tillable 2 � Tillable 3 cn (p Woodland I Q r... CD o O < Swamplon(4 ry (p N �. " ,;x;land l House P',t w ........................... ME ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ : .. - . . . BathBR Floors Kit Dinette Interior Finish Dormer Baths Study• . /ate N-D-� �'"• 9 M. Bldg ` __,,Foundation Bath Extension Basement Floors / Y Extension Ext. Walls �''� Interior Finish S Yo C �/ N Extension Fire Place \Heat -- e ca J y'�'� ' - Porch LQ a Attic - - CD JD t/r m — �' Porch Rooms 1st Floor -° CD CNI - - -��- 0 Breezeway Patio _ Rooms 2nd Floor o r CD -- -- 5 Garage / Driveway O. B. v, i� G9 ZBA CHECK FEES - 2024 Funding Account - B211O.1O DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 9/9/2024 Nerreau, Brian &Shari 7971 $2,500.00 3625 9/13/2024 9/10/2024 Schneider, Donald & Pamel 942� $750.00 4494 9/13/2024 9/12/2024 IVNN, LLC 7973 $2,500.00 1421 9/13/2024 $5,750.00 RECEIVED SEP 13 W Southold Town Clerk —gown of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/13/24 Receipt#: 334924 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7971 $2,500.00 1 ZBA Application Fees 7972 $750.00 1 ZBA Application Fees 7973 $2,500.00 Total Paid: $5,750.00 Notes: Payment Type Amount Paid By CK#3625 $2,500.00 Briand J Nerreau CK#1421 $2,500.00 Finnegan Law, P. C. CK#4494 $750.00 Schneider, Donald & Pamela Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Finnegan, Law P. C. PO Box 1452 Maiituck, NY 11952 Clerk ID: JENNIFER Internal ID:7973 ^A � � 1 LDE ccount SCHNEIDER PAME Cash Management A ® I PkMELA SCHNEIDER 4494 258 FERRY RD SAG HARBOR NY 11 963-1 132 87-176/843 j 1 30 s Date E Pay to the Order of $ 1 Dollars Q s. MERRILLM. ! A BANK OFAMERICA COMPANY For1� GUARDIAN SAFETY®YELLOW RECEIVED SEP . 1 3 20 SOUthold Town Clerk RECEIVED ZONING BOARD OF APPEALS / JAN 0 6 2025 TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------x ZONING BOARD OF APPEALS In the Matter of the Application of AFFIDAVIT DONALD J. SCHNEIDER and PAMELA OF E. SCHNEIDER MAILINGS Appeal # 7972 SCTM Parcel #1000-52.-2-31 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at RIVERHEAD, New York, being duly sworn, depose and say that: On the 20 day of December, 2024, 1 personally mailed a true copy of the Notice set forth in the Zoning Board of Appeals Application, directed to each of the persons listed on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of saig persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. 9 MADISON VESS114A Sworn to before me this d day of Ue' j)pey , 2024 otary Public) PATRICIA C MOORE NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 M04861668 Qualified in Suffolk County 1,� My Commission Expires June 16, ■ • Service" S �� ti. CERTIFIED oRECEIPT CERTIFIED a RECEIPT Domestic Mail Only i Domestic Mail Only nj m (;i For delivery information,visit our website at www.usps.como. m N " I ;f x. . {C3 Certified Mail Fee C3 Certified Mail Fee jo, $ _-- Ir $ rL Extra Services&Fees(check box,edd fee as appropriate) U'j y (U Fxtra Services&Fees(check box,add fee as eppropnate) ❑Return Receipt(hardtop» $ /�r ;,,.---•- CQ ❑Retum Receipt(hardcopy) $ , ~• ❑Return Receipt(electronic) $ f /�ostmark -4- ❑Return Receipt(electron le) $ -- /. Postmark El Certified Mall Restricted Delivery $ VdC9�{grg .''-. O ❑Certified Mali Restricted Delivery• $ (' /��^ Here LL-" g/ /f �•� []Adult Signature Required $ � t r" []Adult Signature Required $ 'n rU ❑Adult Signature Restricted Delivery$ j ®g rU ❑Adult Signature Restricted Delivery$ ®� -+ Postage C ,v Postage �V O $ ..� � T i" r'9 Total P �"!Al 5 i r� Total F a $ Karen M DeLisa ' g' o $ sentT< William Thum Sent Ti Town of Southold catre sefi 865 Ruch Lane ------ y eti PO Box 1175 i-n ` " PO Box 1756 ------ In Lc-- Southold, NY 11971 Ir Southold, NY 11971 Er DELIVERY • COMPLETE SECTIONON COMPLETE A. S'gnat e 9%1 s Complete items 1,2,and 3. .` Agent,; I, i ■ Print your name and address on the reverse X a p: ddressee so that we can return the card to you. Y C. D t of Delivery I B. eceived by(Printe N me),;`a" n Attach this card to the back of the mailpiece, d p..` t1 r ,, or on the front if space permits. W i�vp Yes 1. Article Addressed to: D. Is delivery address di erent from•item W.f l If YES,enter delivery address below:. ❑No,a.' Karen M DeLisa William Thum _ I 1 865 Ruch Lane PO Box 1756 Southold,NY 11971 3. Service Type ❑Priority Mail ExpressCe7 ❑Adult Signature ❑Registered Mailr"' i I IIII IIIIIIIIII II I IIIIIIiIII IIII III III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted IIIIIIII ❑Certified Mail® Delivery❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM I ❑Collect on Delivery ❑Signature Confirmation i I 9590 9402 8996 4122 8663 24 ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from service label) ❑Insured Mail i ❑Insured Mail Restricted Delivery (over$500). ------------ ;I + I '' r' Domestic Return Receipt j PS Form 38`t'T,July 2020iF1SN 753b-02=000-9053 • • SECTION • • • DELIVERY ■ Complete items 1,2,and 3. `r n u Agent ■"Print-,your name and address on the reverse ❑Addressee i so that we can return the card to you. ; y ■ Attach this card to the back of the mail iece, eL eceived by(�Prin�ed Nam?) Date o Deliv j or on the front if space permits. p 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes l - If YES,enter delivery address below: ❑No { ;.'Town of Southold I ;:PO Box 1175 (:ISrtlgold, NY 11971 } I 3. Service Type ❑Priority Mail Express® l II I IIIIII IIII III I IIIIII II I II II II I I III IIIIII III ❑Adult Signature ❑Registered Mail I ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted i ❑Certified Mail® Delivery 9590 9402 8996 4122 8662 94 ❑Certified Mail Restricted Delivery ElSignature Confirmation7m ❑Collect on Delivery ❑Signature Confirmation 2. Article umber(Transferfrom service label) ❑•Collect on.Deliver lRiestricted•Delivery; .Restricted Delivery umber it i � I illi ❑;I�Sur�al��il 4 Ise it ❑"Insured Mhil Restricted Delivery i (over$500) BPS Form 3811,Julq 2020 PSN53(Y 02-000-8053 I Domestic Return Receipt Schneider NEIGHBOR LIST 52.-2-30 Patricia C. Moore William D. Moore 9589 0710 5270 0290 2332 60 51020 Main Road Southold, NY 11901 52.2-32.4 Richard DePalma 9589 0710 5270 0290 2332 53 Ellen DePalma 92 Midwood Ave Farmingdale, NY 11735 52.-6-1 Town of Southold 9589 0710 5270 0290 2332 46 PO Box 1175 Southold, NY 11971 52-3-7 Karen M DeLisa a William Thum 9589 0710 5270 0290 2332 22 865 Ruch Lane PO Box 1756 Southold, NY 11971 52.-3-8 Donald J. Schneider 9589 0710 5270 ❑290 2332 39 Pamela E. Schneider 258 Ferry Road Sag Harbor NY 11963 52.-2-37 (Private Road) Ruch Lane Holdings LLC Attn: David Hoffman 9589 0710 5270 ❑290 2330 24 225 Fifth Ave Apt 11 E New York, NY 10010 I" U.S. Postal Service- U.S. Postal rvice T" CERTIFIED o RECEIPT m D •. • MAIL@ RECEIPT nly - u7 ril m Dbmestia Mail Only f1J £ t o m t s ru Certified Mail Fee> C3 Certified Mail Fee ru EMrB SBNICBs&Fees(check box,add fee as eppropnate) i'!_.•j"I (1J FJCtra SeNiCes&Fees(check box,add fee as appropdete ❑Return Receipt(hardcopy) $ •�" C3 ❑Retum Recelpt(hardcopy) $ +i- ❑Return Receipt(electronic) $ ')�,�y postmar ❑Retum Receipt(electronic) $ ✓�^ "' r, C3 ❑Certified Mail Restricted Delivery $ Postmark q a Here � ❑Certified Mail Restricted Delivery $ Here I I ❑Adult Signature Required $ I rll ,sd El Adult Signature Required $ Here-10 ❑Adult Signature Restricted Delivery$ "F rU []Adult Signature Restricted Delivery$ (" Postage I' Postage OLr' $ $ r ii Total Pc C3 Total P C3 $ Patricia C. Moore o $ Sent To Sent Tc Richard DePalma Ir William D. Moore , sl afa � sireei:; Ellen DePalma 51020 Main Road 92 Midwood Ave Qom., cry-sr ------- ----------- Southold, NY 11901 -- Ir crry s; Farmingdale,NY 11735 s. : Sir • 'COlaPLi�E.THIS SECTION ON. .A. Signature ■ Complete items 1,2,and 3. ■ Print your name and address on the reverse ✓ p Agent so that we can return the card to you. Addressee Ile Attach this card to the back of the mailpiece, B. Received bAy(Printed Name) C. Da te_pf vy or on the front if space permits. /-14 < °r•° a 1. Article Addressed to: D. Is delivery address diff rent from item 1? ❑Yes -- — -- If YES,enter delive address below: ❑No Pati i�,ia.C. T'Vlo Jre William.D3 51020 Main Road Southold, NY 11901 —' 3. Service Type ❑Priority Mail Express® 111111111 I'll 111111111111111111111111111111111 ❑Adult Signature El Registered Mail❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑ R Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmationi 9590 9402 8996 4122 8663 17 ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery t I s s r i I ❑InsurediMail - 1 1 I {i l i [[ ; 10,Insu'redlMail Restricted�.DeliveryV l{1 i (over$500),; PS Form 3811,July 2020 PSN 7530-02-000-9053 sD9.mestic Return Receipt t • • e • AIELIVE D • I ■ Complete hems i,2",and 3. A. Signature ' ■ Print our narrre re address on the reverse I Agent Y ` 1 ,17 Addressee so that we can'_roxurrk a card to you. ■ Attach this card to the back of the mailpiece, B. Recei ed by(Printed Name) C. Date of Delivery' or on the front if space permits. 1—Article Addressed to: _—_ D. Is delivery address diWe drit.from•iterrt�i? ❑Yes n r — If YES,enter delivery addfCg9'�bel` ❑No �C5 `` r Tard DePalma l{, "ripen DePalma 92 Midwood Ave Farmingdale,NY 11735 3? ' 3. Service Type ❑Priority Mail Express® 11I ❑Adult Signature ❑Registered MailT11 R y ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 'lllll IIII III 11111111111111111111111111111 III ❑Certified Mal Delivery ❑Certified Mail Restricted Delivery [I Signature Confirmationi 9590 9402 8996 4122 8663 00 ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail ❑Insured Mail Restricted Delivery (over$50D) j 0, Formj3811,Julyt2020 PSN 7530-�02-OOOy9053 Domestic Return Receipt ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of #7972 DONALD J SCHNEIDER AND PAMELA E SCHNEIDER AFFIDAVIT OF POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-52.-2-31 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Patricia C. Moore, of Southold, New York, being duly sworn, depose and say that: On the aday of December 2024, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the property, located ten (10) feet or closer from the street or right of-way (driveway entrance) -facing the street or facing each street or right-of-way entrance*; and that I hereby confirm that the Poster has remained in place for seven days prior to the date of the subject hearing date, which hearing date was shown to be THURSDAY, January 9, 2025 at 1:00 pm. ricia C.'Moore Sworn to before me this .3 day of �A'��, 2025 Notary Public MADISON MESSINA NOTARY PUBLIC,STATE OF NEW YORK- Registration No.01 ME6370536 Qualified in Suffolk County Commission Expires February 5,20! PostalPostal �- CERTIFIED MAIL@ RECEIPT Ir CERTIFIED MAIV RECEIPT N m Domestic Mail Only Domestic Mail Only a ru (r,r m m _ m^, , i $$�( iuw S�,r. y £% i,i F ~' I Y Ca' L .Y6 iom :Ti$g ' Certified Mail Fee Certified Mail Fee r O o, $ �.0 O(0 Er $I rU Extra Services&Fees(check box,add fee as appropdate)i°�Vj0ZHere � (RI EMre Services&Fees(checkbox,add fee as eppmpdate) �''ti}� (0 ❑Return Receipt(hardcopy) $ / C3 ❑Return eceipt(hardcopy) $Return Receipt(electronic) $ = /�i� ❑Return Receipt(electronic) /' grk ,,,,,.O ❑Certified Ma l Restdcted Delivery $ - C3 ❑Certified Mail Restdcted Delivery $ P a/�10 r' ❑Adult Signature Required $ ❑Adult Signature Required '`V?.?❑Adult Signature ResMcted Delivery$ rU ❑Adult Signature Restdcted Delivery$ 7r vV7 PostagePostage ^� LO $ 5 Q� $ �7ALTotal P r1 Total P( J lHti N $ C3 $ C Sent r< Ruch Lane Holdings LLC i sent To Donald J. Schneider � s4reei Attn: David Hoffman Co Siieef's Pamela E. Schneider 225 Fifth Ave Apt 11E ' 258 Ferry Road Ln �;ey o, crry s Sag Harbor NY 11963 New York,NY 10010 _ y(4. aFh 54 1.12 . •ra _' � m': `�'. �'•�} �� ..yob ",, s!<° `Y•5::. _ f: III „c"� �� ,�,•, .- y .; -^+ , _ iEln Nab <�•,•r �„ �� --sue v - RUCH UNE _ i/ .y �• ti � o r LEGAL NOTICE Svc i HOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JANUARY 9,2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold, New York 11971-0959,on THURSDAY,JANUARY 9,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-GEORGE AND SARA SPAHIDAKIS#7933SE—Applicants request a Special Exception under Article III,Section 280-13B(13). The Applicants are owners of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:1235 Wunneweta Road,Cutchogue,NY.SCTM#1000-104-12-12.2. 10:00 A.M.-GEORGE AND SARA SPAHIDAKIS#7977—Request for a Variance from Article XXIII,Section 280-122;and the Building Inspector's September 20,2024 Notice of Disapproval based on an application for a permit to legalize"as built"alterations to an existing"as built"accessory apartment in an accessory building and to construct a deck addition to the existing accessory building;at, 1)alterations and additions to a nonconforming building containing a conforming use creates a new non-conformance or increase in the degree of nonconformity;located at:1235 Wunneweta Road, Cutchogue NY. SCTM No.1000-104-12-12.2. 10:10 A.M.-BRIAN AND SHARI NERREAU#7971 —Request for Variances from Article III,Section 280-13A(1);Article XXIII,Section 280-124;and the Building Inspector's August 7,2024 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing single family dwelling and to legalize"as built"conversion of a pre-existing seasonal cottage to a year-round dwelling;at 1)altered cottage constitutes a non-permitted second dwelling on a lot;2)single family dwelling located less than the code required minimum side yard setback of 15 feet;located at: 705 Wood Lane,(Adj.to Richmond Creek)Peconic,NY. SCTM No. 1000-86-6-8. 10:20 A.M.-STEVEN AND KIM SWEENEY#7974—Request for a Variance from Article III,Section 280-15;and the Building Inspector's July 24,2024 Notice of Disapproval based on an application for a permit to construct an accessory garage;at, 1)located less than the code required minimum property line setback of 15 feet;located at:190 North Drive,Mattituck,NY. SCTM No.1000-106-6-33. 10:30 A.M.-DONALD J.SCHNEIDER AND PAMELA E.SCHNEIDER tff%72aRequest for a Variance from Article XXIII,Section 280-124;and the Building Inspector's August.21,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at,1)located less than the code required minimum combined side yard setback of 25 feet;located at:890 Ruch Lane,(Adj.to Arshamomoque Pond)Greenport,NY. SCTM No.1000-52-2-31. 10:40 A.M.-IVNN,LLC#7973—Request for Variances from Article XXIII,Section 280-124;and the Building Inspector's May 1,2024,Amended*June 20, 2024 Notice of Disapproval based on an application for a permit to legalize the"as built"demolition(as per Town Code definition)and reconstruction of a single family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;located at:585 Orchard Street,Orient,NY. SCTM No.1000-25-2-14.1. 10:50 A.M.-VICKY PAPSON,TRUSTEE OF VICKY PAPSON#7979—Request for Variances from Article IV,Section 280-18;and the Building Inspector's August 12,2024 Notice of Disapproval based on an application for a permit for a lot line modification; 1)two proposed lots having less than the permitted lot width of 150 linear feet;located at: 11100 NYS Route 25 and 11120 Main Road,(Adj.to Gardiners Bay)East Marion,NY. SCTM Nos.1000-31-13-7.1 and 1000-31-13-7.2. 1:00 P.M.-STRITZLER TRUST#7975—Request for Variances from Article XXII,Section 280-116A;Article XXIII,Section 280-124;and the Building Inspector's August 27,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations,to legalize an"as built"deck addition with a sauna attached to an existing single family dwelling,and to legalize an"as built"accessory deck;at;1)as built deck addition is located less than the code required 100 feet from the top of the bluff;2)"as built"accessory deck is less than the code required 100 feet from the top of the bluff;3) "as built"deck addition located less than the code required minimum side yard setback of 15 feet;4)"as built"and proposed construction more than the code permitted maximum lot coverage of 20%;located at:955 Soundview Avenue,(Adj.to the Long Island Sound)Mattituck, NY.SCTM No.1000-94-1-8. 1:10 P.M.—TIMOTHY P.AND CHARENE G.MURRAY(STORK)#7976—Request for a Variance from Article III,Section 280-13C(Accessory Uses)and the Building Inspector's August 22,2024 Notice of Disapproval based on an application for a permit to legalize an"as built"non permitted recreation space in an existing accessory garage building(BP#50551);at, 1)"as built" recreation space constructed in an accessory garage is not a permitted use;located at: 1140 Park Avenue,(Adj.to Great Peconic Bay)Mattituck,NY. SCTM No. 1000-123-8-1. 1:20 P.M.-CARLA SCIARA AND LESTER HILBERT#7978—Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 207A(b);and the Building Inspector's August 8,2024 Notice of Disapproval based on an application for a permit to demolish as per Town Code definition,and reconstruct a single family dwelling at, 1)located less than the code required minimum primary front yard setback of 35 feet;2)located less than the code required minimum secondary front yard setback of 20 feet;3)located less than the minimum rear yard setback of 35 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area located at:1525 Old Orchard Road,East Marion, NY. SCTM No. 1000-31-15-3. 1:30 P.M.-NORTH ROAD HOTEL, LLC, HOTEL MORAINE#7927SE—(Adjourned from December 5,2024)Request for a Special Exception pursuant to Article VII,Section 280-35B(4)and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a near motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at;located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport, NY. SCTM 1000-40-1-1. 1:30 P.M.-NORTH ROAD HOTEL, LLC/MOTEL MORAINE#7953—(Adjourned from December 5,2024)Request for a Variance from Article VII,Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct a new motel building (10 units)and to build an addition to an existing motel building(4 additional units)at; 1)parcel is less than the code required minimum size of five(5)acres: at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No.1000-40-1-1. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=Town0fSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that,no documents will be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: December 19,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON Contact:Kim E.Fuentes, Board Assistant 54375 Main Road, P.O.Box 1179,Southold NY 11971 97f22e4b 'lumf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The.Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 01/02/2025 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 08 day of January 2025 Digitally signed DOUGLASWREA by douglas w rea Notary Public•State of New York Date: 2025.01.08 NO,OIRE6398443 15:18:16 +00:00 1 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS *OF SU!/T 1 Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O.Box 1179 .f� Southold,NY 11971-0959 Patricia Acampora N � Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. elf. 54375 Main Road(at Youngs Avenue) Nicholas Planamento C��ff Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 9, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. JANUARY 9, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:30 A.M. - DONALD J. SCHNEIDER AND PAMELA E. SCHNEIDER #7972 — Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's August 21, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) located less than the code required minimum combined side yard setback of 25 feet; located at: 890 Ruch Lane, (Adj. to Arshamomoque Pond) Greenport, NY. SCTM No. 1000-52-2-31. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. if you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownn y.gov. Dated: December 19, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 S�vF04 �. f ISS0 C®�� Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold New York 11971-0959 ® `� Y Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: December 9, 2024 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The January 9,2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions reduiredjo prepare for the ZBA public hearing which includes: PLEASE"READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from.the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than January 2, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property.If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) I of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by January 3,2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by IUSPS :Certified°Mail, Return„Receipt the following documents to all owners of property (tax map with property numbers enclosed)vacant or improved, which abuts and any property which is across from any public or private street. We Instructions for ZBA Public Heai\_ Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by December 23,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtoLAM.gov or elizabeth.sakarellos@town.southold.Lly.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. i [IMPORTANT INSTRUCTIONS: Scan and ema li th{e USPS'�m'ailing-receipts, green signature cards sand affidavits to k mf('a so t oldtownny t6v; and *�*PROMPTL Y USPS MAIL** the ORIGINALS to the Town of SoutTi""old;"g1 1r0_, . Box.=1179, Southold:NI' 1,1971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR- TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant i.'aserfiche Instructions" for Zoning Board of Appeals Records e �� , SOUTHOLD Q atirernmen ' rvi isitln ow Do I. r n 1AM } I itSl 9it 6 �� ,��"t�'T��;°S� Y. •.�,c'y�+'y��a a.4aXy� n� - �2i� -� �'r .: sK �'$ �ir,..� ,P c � ,+efi �`'ar � 3 7 Y� a, "` �v'�� ' Noufyblt6'r� �..t�,qP`y 9 ;~�✓�ttdas8�a,,xw a G�ti6cPaYmettU� a'E" �s� � '"yFabsse r � s � °a,,.xar.� ..wt"s ice". �� r:%.3:�;�+.ar::�E... d��'�.�.�.`✓�:, Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Lasertiche NlebLmk + • YJ-.YE:N.:rR -e'p �rrna � �,+ ncme Browse Searcn T-mCfSouthold TownOfSouthold N—e Page Mont T—Ptais ndnld Town CW1 z Entry Properties '.Tann:ii;tJr:an Path „r—gg.5 i�yiriC^S�Jti:tw7d Zoning Boar)ct appeal;(Zea) Creation date M.2011 1'.52.41 A... page 2 of pw 2 29 Ert^:es Last modified J Me+adale hJ:'tteuS!a:s aSSi�'7F.� Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WetiLink + ley wra:,n.. "rp ^ccu ;iel 2uc Home Browse Search Zoning Board of Appeals(ZBAI Name Page count Terpumname Zoning Board of Appeals ... ... .. - � - (ZBA) A19-11encal Index a Emry PrOpertfes !Board Actions Laserfiche Search Guides Path Muedng Schedules ?cn1:: o::tt::.Icl••Yuni L.Bcar of Appea's fZQA) _.;Minures/Agendas/Legal Monces/Heenngs creation date tj Pending O4^<r..ti:12:?7-t r.Pict RePans Last modified Special Event Permits 521,2017;!:07:1.:AM .. . .;,'1 Traln,ng Requirements 28A officials 2 Metadata ZBA Policies c, assijg^d .j Exceptions Last Code 280.10C(3) ' Jurisdiction Listing ZBA Bock of MaPped 1977 Exisdng LOts 'a9 oredu &R.01 I 5 Agreements.Contracts&Leases :orNYwftNfPmPr'ner.+llses2J t�''But k Schedules , 14:ntries Pag>10t 1 Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WehLink Vy Home Browse Search v vn0i50um?:c>cv:Ins 3n,,;r.!01+poeals=.LRA! Board Actions cam m e Page count rePlim,namz Board Actions ''957-1979 2 Entry Properties !980-1999 Path 2000 A:.afso.t!+IC'!_.; Bc,-,rd .. pp'•r.:F•4;`.PV::nt A. 2001 Creation date -7 2002 2003 Last modified 2004 2005 Metadata ^.2006 2007 ..:metadara a<tig^cd - 2008 --20tH ................._..._.............) ^.20to &Rauks rRF/pap-se%�rNrr�: 201'. ...,... "2012 2013 2014 2015 1 2015 2017 Pending 1 .. Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 ors Pair, Is ease xvem 11Y.1;I I!"i Board 1-1 75 you mminee ],aid xnom .1s s3 MI 7 B So Board tNmt ..d 70L 75 —d lftm xi T..'a 1`3 —d xaaat —d.1— Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink Home Browse search C-,sx.—e S.—h ,v. Relevance 7016 3--"Ac!lo's 33 P.sgem Reid neme -hoosq.Ield Page counu 83 Template name:Board Actions Reset Colin and Knnen Cashel�ROPERV_OCATICN:162r Shingle rill.-suer... 19.2017 q7016.:ashel SCUM NO.1000-9-1-26 mirumus aDdroval 10 fen,0-- 5..y 19.2017 0,016.0shel SCTM No.1000.9-1-25 GRANT.the variances as COLIN&KRISTEN CASHEL SECTION 009 BLOC... 70 Thomas Ahl.ren(Cashet),PO Box 342 Rshers mand NY Show more information 7018 5Oa""scno':--6 cage;5; Page count:56 Template name:Board Actions gage 3 9:30 kNI.-COUN CASHEL AND Varances under Arucle Id.Secdon ANN... --4...ance(s)KRIS.TE EN CASHEL3701 6.Recuesc pr000sed trellis located,n othe,ma Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111--l-1. t Laserfiche Instructions ZBA Files Page 4 LaserficheWebLink Home Browse Search "o.vcOfScmr:Auld Zoning Board of:.e[Ra1s iZ0Al•Mmutes/Agendas/Legal NotfceslHeadngs Name Page count Template name Minutes/Agendas/Legal Notices/Hearings '!1957-1979 R Entry Properties 1980-1999 -;2000 2009 Path TOWnOfSUncc.C-Zcn;rQ Board w12070 ol Appeals ml I (ZtM\pwanuc_J.lsendaVLeg31 --201� - Notices4le!,ritgs "7 Creation date :;2013 711W,012.•5':4OPti1 -12014 - Las[modified ^,2015 12l7LJ2O16:.":S:tA.>y. •?2016 Metadara ^2017 No metadara ar gned Page'of 1 11 Ent. Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. LaserficheWebLink o MJ.ve0i-1,' -lean >t+ c Home Browse Search TownOfSouthold.Zoning Board 0f Appeals IZ3a}>Mmulesragenda57Legai wotices'Heanngs 2017 2017 Name Page count Template name ZBA-0105R017 Entn/Properties J 1 _ZBA-01 ro5120+7 agenda Path _ 7 .01;0512017 Hearing 10 `JwnC*SJl.:..�,iirl�il`n14•:(.:.,f 1 Jt SOU?aic _Z3.4 Oti05:201?IN 3 °AI`.l1im�CPS'aKane.4;.'_•'gJi J ZBA-01IM12017 2 •ioncruHe;nngs ' Z3A-01119207:agenda - Creation date 7 ,r•M2n1�__ � l �Z3A.02:•02/2017 Last modified ZBA-0210212017 Agenda 4 .,.'+:rrr!i:7 dl.5 =v 01•" ZBA-02102/2017 Hearing 45 Metadata Z3A-021/02/2017_N 3 ZBA-02716l2017 Agenda 3 n eladdtd'S;ine!1 3 Zaa-02,'t 6720175peCa1 _edure&Resuhs ZBA-031021201? 7 .Mh,.Wpap-smear:Uses2j _ ZB.4.03/02/7017 Agenda 4 ZBA-03102!2017 Hearing 65 ZBA.03102/2017_N 3 _ 23A-0 311 6/201 7 Agenda 3 ZBA-0371612017 5peoal 3 ZB..A4WO6/2017 5 . y ZBA.O4/06R017 Agenda 4 ZBA-0470612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpo.//southoldtownny.gov/calendar.aspx AME SCHNEIDER, DONALD # 7972 ZCTM # : 1 000-52-2-31 4ARIANCEE YARD SETBACK r1EQUEST. ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE- FAMILY DWELLING DAT E THURS. , JAN . 912025 1 0:30 AM You may review the file(s) on the town's website under Town Records/Weblink: . . . - ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 BOARD MEMBERS oyy ��so, Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora G Q Office Location: , Eric Dantes Town Annex/First Floor Robert Lehnert,Jr. co 54375 Main Road(at Youngs Avenue) Nicholas Planamento ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 September 10, 2024 J& Mr. Joseph E. Sanzano, Director qjjj Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Sanzano: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File#: 7972 Owner/Applicant: Schneider, Donald & Pamela Action Requested: construct additions and alterations to an existing single family dwelling. Within 500 feet of: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: Encls. Site Plan/Survey: Pospisil & Brown, Architects, last dated September 5, 2024 i Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk Planning Commission Submissionu for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Greenport Local Case Number: 7972 District: 1000 Section: 52 Block: 2 Lot:31 Local Meeting Date: 1/9/2025 Application/Action Name: Schneider, Donald & Pamela Public Hearing: nYes No Referring Agency: Type of Referral: 01 Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review • Zoning Board of Appeals FSEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: ❑EAF ❑Lead Agency Draft Scope ❑Draft EIS Final EIS Findings Brief description of application or proposed action: construct additions and alterations to an existing single family dwelling Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of. • A municipal boundary, • The boundary of any existing or proposed county, state, or federal park or other recreation area, The right-of-way of any existing or proposed county or state road, An existing or proposed county drainage channel line, The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, • The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision ❑SEQRA Only Zoning Ordinance or Map (Adoption or Amendment) Use Variance ❑Moratorium ❑Special Use Permit/Exception/Conditional Use Area Variance ❑Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Patricia Moore, Esq. Applicant Address: 51020 Main Road, Southold, NY 11971 BOARD MEMBERS ti��Of 50Urypl4 Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor Robert Lehnert, Jr. �'ycour 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 September 10, 2024 Mark Terry, Assistant Town Planning Director LWRP Coordinator RECEIVE Planning Board Office Town of Southold SEP 0 cQ2 Town Hall Annex Southold Town Southold,NY 11971 Planning Board Re: ZBA File Ref. No. # 7972— Schneider, Donald & Pamela Dear Sir or Madam: We have received an application to construct additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280(Zoning Code),and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Site Plan/Survey: Pospisil & Brown, Architects, last dated September 5, 2024 Public Hearing Date: January 9, 2025 OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annex �%®f S® ��® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold January 28, 2025 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 RE: ZBA Appeal #7972, Schneider 890 Ruch Lane, Greenport,NY SCTM No. 1000-52-2-31 Dear Mrs. Moore; Transmitted for your records are copies of the Board's January 23, 2025 Findings, Deliberations and Determination,the originals of which were filed with the Town Clerk. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with_public hearing before the Board of Appeals If you have any questions, please call the office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department Revisions .. \ _ \ L �\ x 'a •5 - - 12-02-96 68-21-98 .NSsase4 ' C` \ \�•^ Fp' 26 ; MATCH a 3 - `v- 11� -,^•:i, r\ 15 y,n _ ` _ FOR 05-16-00 - �s v \ SN a i �. �� SEE 10-11-00 07-24-01 08-08-01 ' "\ O, iy s - 08-24---11-01-04 a ..yE�c\ 3 J� y a .; " \\a `•, .�Oa z9 v o� . -,: oz-o7-o5 \ .P�0 \�\U ° a O 01-18-06 ; �,o� 01-31-07 (/`S� 1-07 oa-017 4 ' /�, J.fr 4` .\ R, °p s. ry w [.a 10-31-14 �� / ° Q0:1i 06-02-15 ~/ _ \ 20.3 �'E.v.y� cam: 12-04-18 / ✓\�_ ✓v' ) ha\,::� c:\ <<\�i<� �\."' a vv 0128-20 ZOj2PCLN0 J +\.,�' i,, ��I 21.1 �� d ;F; /� g; m /\ 3A v..• 10-16-20 z 'R 20.1 SEE SEC'NO f' �•2�1, f a' / °�•t,m.i 5 w. 051-05 06-2327 -001� \ \, '"q > (RESERVED.FOR PARK 10-26-27 / ,� •. ,�,�6�•� x:-. '8 ..?•` 6 �l ,<e r . A S' />J AND PLAYGROUND) .i FT 37 9 .J•tD,L 0 sue' \ - �^ sa/_; PY .-.. s s \SIB fp y 7 ,+ `AAA y y../`ry..^ CiS•\O -V 7 \ TOWN OF SOUTHOLD x J T\.� .,�\,Sri `\.`oeRwlrexi.wnt �N�".',4•;'�i',"* 1.2 W \\ -.�;:��---'. _�, •.�., �� st ` ,� --~>- _ Soh% - � �� 1,e>•. 1 1 J 'ad } }OR PCL NO. 3EE SEC NO FOR PCL: ' - �- SEE SEC. ( 05601-0a ummanw —�— OeeanRe 12.1 NO.,121A u,um ——————- t�vMa¢anno 12.1 A(.) G7 FLU M. a� owaon�o, c1 G1 am,rap w. (21) / ufFo � TOWN OF SOUTHOLD —BUILDING DEPARTMENT ?„ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • �,o Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.southoldta oV...., �! �1 AN Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Q � ;g n PERMIT NO. Building Inspector; J AUG - 7 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUMDINO DEPT. Owner's Authorization form(Page 2)shall be completed. '1 r;NVNT •3F SOrL71101 Date: July 31, 2024 , :A OWNER(S)OF PROPERTY: Name: Pamela& Donald Schneider SCTM#1000-52-02-31 Project Address:890 Ruch Lane, Southold NY Phone#: 631-800-4626 Email:donschneiderl @optonline.net Mailing Address: 258 Ferry Rd., Sag Harbor NY 11963 CONTACT PERSON: Name: Pamela H. Pospisil Mailing Address: 141 Hampton Rd., Southampton NY 11968 Phone#: 631-283-3465 ext 11 Email: php@pospisilbrown.com DESIGN PROFESSIONAL INFORMATION: Name: Pospisil & Brown Architects P.C. Mailing Address: 141 Hampton Rd Phone#: 631-283-3465 ext11 Email:annemarie@pospisiibrown.com CONTRACTOR INFORMATION: Name: Pamela & Donald Schneider Mailing Address:258 Ferry Rd. Sag Harbor NY 11963 Phone M 631-800-4626 Email:donschneiderl @optonline.netR-40R DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure WAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther Deck renovation and new outsoor shower $ 100,000. Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ®Yes ❑No 1 s PROPERTY INFORMATION Existing use of property: Single Family Dwelling Intended use of property: .Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print Pamela H. Pospisil name): BAuthorized Agent []Owner Signature of Applicant: 1 Date: July 31, 2024 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Pamela H. Pospisil 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 20 otary Pubic NEMARIE GU YM PROPERTY OWNER AUTHORIZATION NOT AarPua Registrationon N Noo. TEOFNe+01G11629T373. (Where the applicant is not the owner) Oommlsslon edInSufolkcount 20 Pamela Schneider residing at 258 Ferry Rd. I, Sag Harbor, NY Pamela H. Pospisil do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. q0 . & 7. �A . 24 Owner's Signature Date Pamela Schneider Print Owner's Name 2 POSPISIL & BROWN R U C H L A N E ARCHITECTS , P .C . Edge of Pavement pppi , www.pospisilbrown.com Property Line _ 141 Hampton Road T:631.283.3465 = Southampton,NY. 11968 F: 631.283.3593 J Exi5tin9 Y utilit L Existing a pole (to remain) water meter obi (to remain) o • L Project Name: New Drlveway� Schneider Residence �—Edge of exist walkway to be removed 890 Ruch Lane Southold, Nework�� 35-0" Front ' Yard Principle Building Setback Iu` Ewsting outdoor ......... shower, to be removed _r \`, - _._____ ____... ,Yr Bulldmg P rmit I ( :his% t r 77 Obtai for ,, ..._ �i ion New walkway �\� �- U', f`II New stoop { ` 1 COii Property of: New outdoor ......... Existin A/C Donald J Schneider shower ISTO ,Y,H Unit (to remain) ' (TO \REM i Existrn basement � \�. acces s Pamela E Schneider (to remain) Situate: j I Town of Southold Suffolk County, New York Area: 7,987 S.F. E_xl5t. Deck, o rem t Deck 2)n SCTM No.: ►'- 2' New: ( 1000-52-02-3 1 (Deck 3) T I Zoning District: i R-40 (Residential) New Wood stairs a I Survey Provided By: � I s { Peconic Surveyors, P.C. o In — P.O. Box 909 230 Traveler Street Southold, N.Y. 11971 Exlsting cesspool cover (to remain) Cn I { Revision #1 8-20-24 Date: LOT COVERAGE ( I Z.B.A. Submission 8-G-24 Exist. Deck, Note: House= I , 138.05 SF Existing wood I to remain Top of8znk ( THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF stairs (to remain) (Deck 1) POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS Deck I = I . s existing to remain) PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS Deck = I I I s existing to remain) EXIStIng WOOd AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Deck 3= 12 1 .5 sf (increased by 48.8 sf) stairs (to remain) DESIGN RESERVED RIGHTS,IN ADDITION TO THE AND DESCRIBED HEREIN,INCLUDING E ALL Deck 4= to be removed TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Bottom of Bank I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF J POSPISIL&BROWN ARCHITECTS,P.C. Decks Tota I= 332.2 sf L COPYRIGHT 2023. ALL RIGHTS RESERVED. House * Decks Total= 1 ,470.25 sf o Allowable Lot Coverage = 1 ,470.8 sf Sea': BUILDING PERMIT �,�,p�MEtEu RcyrFp OBTAINED FOR removal of deck 4 at front door reduces lot coverage by G2.2 ` Mean I vPN S'0o�, IIr BATH ADDITION I h w 9 W sf. Replace, w new 7 b 4 stoo Step. Smce ste s to is a / s o L I T NG T AI {� y er EX S I O REMAIN p p p p r, e L r n Q e.:..::•:�::�:�:�i}.�i:�:�:�i:�ii:�:�:�:� :�:� isi� :�ii:.:? :� � �r:�: �:�:�i?ii._iiii?: ?i::ii:... ,;r—^-,, �. less than 30 sf It does not count towards lot coverage. * •:.:::::::::::::::::::::::::::.:: :::::::::. :::::::::::::. :::::::::::. :::::::::.: ::::::::::::::::::... CLOSED CELL SPRAY F AM 1 ........................................................................................................................ C ............. E RA O I . , INSULATION (MIN. R-42 TOTAL) --- ADDITION S 0 1 84 5 T 9 O T EXISTING TO REMAIN ...... ....................... ........ DI�AWI NG LIST OF E ..................... .... ...... .................... .............. ......................... .......... .................................. ................................. .....I............... ....................... . ................................. ...................... ........................ ...................... I Drawing Name: 3 GATT INSULATION Al 0 9 2 TE PLAN ----- MIN. -2 I DD TION A 0 SI LA A-0. I TYPICAL DETAILS 0 IV Ue SITE PLAN BUILDING EXISTING TO REMAIN BATT INSULATION (MIN. R-30) A-0.2 TYPICAL NOTES DEPARTMENT INFO @ADDITION F-I FOUNDATION PLAN A-1 FIRST FLOOR PLAN A-2 EXTERIOR ELEVATIONS BUILDING SECTIONS Drawing Number: A-3 WALL SECTION @ NEW ENTRY STOOP DETAIL @ NEW RAISED DECK r 5-1 FRAMING PLANS SITE PLAN J�1` THERMAL ENVELOPE (Lookincj . We5t)2 I lu — Scale: 10� = 1 i-0" I I-0u © ' 43 Scale. a — RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) SIMPSON STRONG TIE RAFTER CONNECTOR SIMPSON STRONG TIE RAFTER CONNECTOR (POUNDS PER CONNECTION) SIMPSON HOLDDOWN MIN.DISTANCE Refer to table R 802.11 of the I.R.C.2018 RIDGE 12" HDU4 SDS2.5 MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B POSPISIL & BROWN RIDGE 2-16d COMMON Y BE CUT EXPOSURE B 12" NAILS 6'0 C. CARRIAGE BOLTS LARGER THAN 1 1/2" lY2"HOLE ANYWHEREIN WEB OUT- Ultimate Design Wind Speed V(ult)(MPH) RAFTER FORTUD LENGTH NO FIELD CUT OF STUD HOLES IN IN CANTILEVER11 SIDE OF HATCHED ZONE ARCHITECTS, P.C. RAFTER rs (2)2X GIRDER HATCHED ZONES DO NOT CUT OR ° o C�t ❑ O Oe O NOTCH FLANGE. RAFTER OR ROOF SPAN 120 130 140 0 TRUSS SPAN (feet) ROOF PITCH ROOF PITCH ROOF PITCH o BLOCKING@ 6" 6" 0 o ENDWALL 0 <5:12 >5:12 <5:12 >5:12 <5:12 >5:12 0 WOOD POST 6" L1 2 X D1 D1 L2 2X L2 D2 g" g'' 12 93 85 126 117 162 150 ° MINIMUM MINIMUM •• °°.° (APPLIES TO ALL OSTANCHOR CLOSELY GROUPED ROUND HOLES ARE 18 118 108 162 149 209 194 Lsu HOLES EXCEPT S PERMITTED IF THE GROUP PERIMETER MEETS www.pospisilbrown.com HOLDDOWN KNOCKOUTS) DO NOT CUT HOLES IN 24 144 130 198 182 255 237 HDU4-SDU4$DS2.5 REQUIREMENTS FOR ROUND OR SQUARE HOLES. ' 28 161 145 222 203 287 266 TABLE A-END SUPPORT CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 CATHEDRAL CEILING 16"O.C. STRUCTURAL RIDGE BEAM MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 32 178 160 2d6 226 319 295 CONCRETE PIER ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DETAIL RIDGE BOARD DETAILE NO E DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS � JOIST TJI° SCALE:NOTTOSCALE SCALE: DEPTH 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 36 194 176 270 247 351 325 42 221 198 3)6 281 399 370 SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 LSU26-2x6 DETAIL TYPICAL DECK RAILING/POST ANCHOR 91/2" 360 l'-6" 2'-0' T-0' 4'-0' 6-0' V-6' 2'-6" T-6" 5'-0' 5'-6" 48 246 221 313 1 314 447 414 PROVIDE LSU28-2x8,200,202 117/" 560 V-0" l'-0" T-6" 3'-0" 5'-0' 5'-6" 8'-0' 1'-0" 7-0- 3'-6" 5'-0' 7'-0" 7'-6" 8'-0' Project Name: SCALE:NOT TO SCALE 14" 560 l'-W 1'-0" 1'-0" 1'-0' 2'-6" 3-0- 6'-0" 9'-0' l'-0" V-0" V-6" T-6" 6'-6" 7'-0' 9'-0" 10'-0" PROVIDE CS20 OR LSTA 15 SIMPSON HOLDDOWN (2)16D COMMON NAILS(5)8D COMMON WITH N NAILS @EACH SIDE. WITH(7)10D COMMON NAILS PROVIDE @ EA.RAFTER PROVIDE @ EA/RAFTER HDU4-SDS2.5 @ 6"O.C.OF STUD FOR FULL LENGTH 16" 560 1'-0" 1'0" 1'-0" 1'-0" 1'0" 1'0" 3'0" 6'6" 10'0" 1'-0" 1'-0" 1'-0" 1'6" 5'-0" 6'-0" 0'-0' ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS WOODBEAM Refer to table R 301.7 of the I.R.C.2018 Refer to table R 301.5 of the I.R.C.2018 SIMPSONASRECCOLUMNCAP Schneider Residence SIZE zE As REQ. TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT STRUCTURAL MEMBER ALLOWABLE USE LIVE LOAD DEAD LOAD DEFLECTION Attics without storage 10 PSF 10 PSF WOOD POST MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Rafters having slopes greater than 3:12 with finished ceiling U180 Attics with storage 20 PSF 10 PSF BLOCKING @ ENDWALL DEPTH JI° 2" 3" 4" 5" 61Z" 7" 87/" 11" 13" 2" 3" 4" 5" 6%"1 7" 1 8 8" 11" 13" 890 Ruch Lane not attached to rafters Attics 30 PSF 10 PSF 9y"" 2'-6" T-0" 4'-0' 6-0" 8'-0" 2'-6" S-0" 4'-6" 6'-6" 7'-6" a T-0" 4'-0' 5'-6" 6'-6" 9-0" 3-0" 4'-6" 5'-6" 7'-6" 8'-0" Southold, New York Interior walls and partitions H/180 Balconies&decks 40 PSF 10 PSF u FOUNDATION WALL 7 " l'-6" 3'-0" 4'-6" 5'-6" 8'-C" 8'-6" 12'-0' T-0. 4'-6" 6'-0• 8'-0" 10'-8" I I._0"12'-0" Floors U360 Guards and handrails 200 PSF 10 PSF " ' a WOOD POST o 560 l'0" V-0" V-6" 3'-6" 6-6" R-6" 9'-6" 13'6" 1'0" 3'-0" 5'0" 7'-0" 10'0" 11'-0" o •• 560 1'0" 1'-0" 1'0" 1'-0" 2'-6" 3'6" 7'-0" 11'-0"15'0" 1'-0" 1'-0" 3'6" 5'6" 9'-0" 10 0" Ceilings with brittle finishes(including plaster&stucco) U360 Rooms other than sleeping rooms 40 PSF 10 PSF ° e•DIA.ANCHOR ROD(ASTM A36) 2 MIN SIDE COVER DRILL AND SET INTO TOP OF RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. WALL 2 Ceilings with flexible finishes(including gypsum board) U240 Sleeping rooms 30 PSF 10 PSF FOLUNDATIOAOFIESIVE SYSTEM OR HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. HIT]HY200All other structural members U240 Stairs 40 PSF 10 PSF EQUIVALENT,6'EMBEDMENT,MAINTAIN �. e :• KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. IMPSON STRONG TIE 3'MIN TO EDGE OF CONC. SIMPSON PBS ,'.°' `. FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND Exterior walls-wind loads with plaster or stucco H1360 Roof loads(Adjustments per table R301.6) 20 PSF 20 PSF HURRICANE CORNER HOLD DOWN-OPTION COLUMN BASE TIE MODEL NO.H2.5A SIMPSON STRONG-TIE ITEM:HDU4-SD52.5 SIZE AS REQ ° �...4, HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Exterior walls-wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF @EA.RAFTER PROVIDE @ EA.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) < DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD Exterior walls wind loads with flexible finishes H/120 SIMPSON STRONG-TIE ITEM:H2.5A SIMPSON STRONG-TIE ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls U600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAM/COLUMN ANCHORS ALLOWABLE HOLES - TJI@ JOISTS DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p�bearing plate by simpson FASTENING SCHEDULE SIMPSONDTT2Z IMPSONRefer to table R 602.31 of the I.R.C.2018 HURRICANE STRONG TIE WITH THREADED ROD HURRICANE z"trees rod THREADED ROD WITH TIE MODEL NO.H2A NUTS AND WASHERS FLOOR SHEATHING NAILED Description of Building Element Number&Type of Fastener Spacing and Location @EA.RAFTER (INSTALL AT EVERY 6'MAX.O.C.TO JOIST WITH MICROLLAM®LVL 2 X DIAMETER OF THE NOTES: min.edge distance OTHER DECK JOIST) HOLDDOWN AND PARALLAMO LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. ouble 2 x min. PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY ROOF FRAMING A34 for header or beam A34 ° 3. NO HOLES IN CANTILEVERS. 1 Blocking between ceiling joists or rafters to top plate 3-8d common toe nail 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. d 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN 2 Ceiling Joists and top plate 3 8d common per joist,toe nail MTs3o 1t ILLUSTRATIONS AND TABLES. 3 Ceiling joist bit attached to parallel rafter,laps over partitions 3-16d common face nail MTs3o cnw}"coupler nut by si\-\ 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE DECK JOIST STRUCTURAL ENGINEER. 4 Ceiling joist attched o parallel rafter(heel joint) 4-16d common face nail(refer to table R802.5.1(9)of the I.R.C.2015 min.end distance MICROLLAM LVL AND 5 Collar tie to rafter,face nail or 11"x 20 ga.ridge strap to rafter 3-10d common face nail,each rafter Loon JOIST PSL PARALLAM HEADER MAXIMUM ROUND 6 Rafter or roof truss to plate (SOLID 2X JOIST OR 2X U3 ALLOWED HOLE ZONE U3 DEPTH HOLE SIZE 3-10d common 2 toe nails n one side&1 toe nail on each side SIMPSON LUS BLOCKING) DETAIL HOLLOW COLUMN CONNECTION HANGER 1/6 MIDDLE SPAN 43" 1" 3-16d common toe nail 5Y" 1Y4" 7 Roof rafters to ridge,valley or hip rafters SCALE:NOT TO SCALE L 2X12 P.T.LEDGER WITH 7Y"t0 20" 2" or roof rafters to in.2"ridge beam 2-16d common end nail 5/8 W THROUGH BOLTS @ SEE ILLUSTRATION FOR RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(w/HEADER) CONTINUOUS FLASHIN ALLOWED HOLE ZONE WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4'MIN.SEPARATION FROM THE BUILDING) 8 Stud to stud(not braced) 16d common 24"oc face nail SIMPSON STRONGTIEITEM: SIMPSON STRONGTIEITEM: DETAIL TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL A3418GA 1-7116"x2-1/2" A3418GA 1-7116•x2-1/2" TYPICAL DECKJOIST TO BUILDING 9 Stud to stud and abutting studs at intersecting wall corners(at braced wall panels) 16d common 16"oc face nail USE 8-8D-PLACE @ 16"O.C. USE 8-80-PLACE @ 16'O.C. e CONNECTION DETAIL NOT TO SCALE 10 Built-up header(2"to 2"header with spacer) 16d common 16"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: CS20 a SCALE:NOT TO SCALE MTS3016GA 30"LONG MTS3016GA 30"LONG 11 Continuous header to stud 4-8d common toe nail USE 7-10D NAILS TO RAFTERS USE 7-10D NAILS TO RAFTERS ® e USE 3-8D NAILS MIN.TO PLATES USE 3-8D NAILS MIN.TO PLATES 7"MIN OUM e 12 Top plate to top plate 16d common 16"oc face nail USE 7-10D NAILS TO STUDS USE 7-10D NAILS TO STUDS o (3)LVL 8" 16' face nail on each side fd 5/8• A307 BOLTS 13 Double top plate splice for SDCs A-D2 with seismic braced wall line spacing<25' 8-16d common (min.24"lap splice each side of end joint) LTP4 \ USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE ° 14 Bottom late to joist,rim joist or blocking(not at braced wall panels) 16d common 16"oc face nail THE CODE REQUIRED MINIMUM CENTER TO • iv CENTER SPACING FOR NAILS • — --•�— 15 Bottom late to joist,rim joist or blocking(at braced wall panels) 2-16d common 2 each 16"oc face nail I 16 Top or bottom plate to stud 4-8d common toe nail • • �' ' 2-16d common end nail MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM:LBPS ACZ 17 Top plates,laps at corners&intersections 2-16d common face nail TO HEADERS BY \ N MIN.1 'SIMPSON STRONG TIE' PROVIDE CS20 X 24•,USE 9-10D NAILS @ STUD&9-10D INSTALL 5/8'DIA.BOLTS: 18 1"brace to each stud and plate 2-8d common face nail LTP4 NAILS @ BOX&PLATE @ EVERY STUD 2 STORY:48'O.C.PER IRC 2015 R4031.6 UNO 6° WITHIN 12"FROM END PLATE SIMPSON STRONG-TIE ITEM:ACZ COUNTERSINK BOLTS 19 1'A"sheathing to each bearing 2-8d common face nail CL AR PROVIDE LTP4 20 GA.3"X41/2"LATERAL TIE PLATES, (MIN.2 PER PLATE) (2)FLITCH PLATES LTP4 20GA.3'x 4-1/2' SPAN USE 6-8D X 1 112•NAILS IN PLATE&6-8D X 1 1/2'NAILS 20 1"x8"sheathing and wider sheathing to each bearing 3-8d common face nail LATERAL TIE PLATES CS20 C T INTO BOX USE 12-8d x 1-1/2"NAILS TF DETAIL POST&BEAM CONNECTION NAILS INTO IFLOOR FRAMING 6 NAILS INTO BOX DETAIL DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SILL PLATE TO FOUNDATION PLACE @ 32'D.C. I /• MIN.12' SCALE:NOT TO SCALE FLITCH BEAM DETAILS (IF APPLICABLE) 21 Joist to sill,top late or girder 3-8d common toe nail PROVIDE MINIMUM 7/8' If SCALE:NOT TO SCALE SCALE:NOT TO SCALE NOT TO SCALE 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 23 1"x 6"subfloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION ;;7�OR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank&bearn-floor&roof) 2-16d common at each bearing,face nail TMINIMUM (2)SIMPSON LSTA 21 L 1 (2)SIMPSON LSTA 21 SIMPSON STRONG-TIE ITEM:CS20 20 GA. SIDECOVER STRAPS STRAPS 26 Band or rim joist to joist 3-16d common each nail 20 GA.38"L(PLACE @ 16'D.C.) 1-1/4•Wx 211 ° CLEAR SPAN+24" (1)@ SPANS LESS THAN 6'-0'w/161oD NAILS 20d common nab each layer:32"oc at top&bottom&staggered USE 9-10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6'-0'&LESS Date: 27 Built-up girders and beams,2"lumber layers TOTAL OF 18-10D NAILS THAN 12'-0"w/1610D NAILS ®�2-20d common face nail at ends&at each splice (ADDITIONAL NAILING THRU PLATES&BOX o ° Permit Set 7-3 I-24 O CI A 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail SIMPSON HD5A AT EACH END Note: ° °e b° ° •�.:°s OF WALL INCLUDING WINDOW E THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 29 Bridging to joists 2-10d(3"x0.128") each end,toe nail :� • AND DOOR HEADERS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR ROOF SHEATHING SIMPSON STRONG-TIE ITEM:AB SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT 2X6 STUD WALL 16"O.C. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 15/32 STRUCTURAL I PLYWOOD BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS Structural Panels 8d common 6"edge/6"field(use 8d ring shank nails PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.JOIST PANELS INSTALLED VERTICALLY AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 6-0"from gable ends&eaves) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POST&BASE CONNECTION P T BOTH SIDES OF WALL. 6"O.C. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL E J EDGE NAILING AND 12"FIELD WITH TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Diagonal Board Sheathing SCALE:NOT To SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE 10D NAILS 1-1/2"MIN. COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Threaded Studs WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 1•x Tor 1"x 8" 2-8d common per support Rod PENETRATION INTO FRAMING. POSPISIL&BROWN ARCHITECTS,P.C. 1"x 10'or wider 3-8d common per support WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN Floor Joist COPYRIGHT 2023. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers T edge/10"field Seal: Table R301.2.1.2 NYS IRC Windborne Debris Protection 3"No.8 SCREWS 12"O.C. Install ';sf.0 ARCh'i WALL SHEATHING Fastening Schedule for Wood Structural Panels �7WASHER I'5 � ° �O`MESFastener Type PanelSpan PanelSpan PanelSpanStructural Panels 8d common 3"edge/12"field TYP. 1" 1�'gaN.roofing nail, 'head d.,or 1• Less than or Less than or Less than or ( ) SIMPSON STRONG-TIE Structural Fiberboard Panels i 3"edge/6"field Equal to 4 ft Equal to 6 ft Equal to 8 ft HD5A BETWEEN FLOORS a crown staple 16 ga.1}"long q q q K" 1 t gaN.roofing nail, "head d.,or 1' No.8 wood screw 1/2"PLYWOOD 1 (- Structural Fiberboard Panels 32 3"edge/6"field • • �� "MINIMUM OF SEVEN BOLT crown staple 16 ga.1 t long based anchor with 16 O.C. 10 O.C. 8 O.C. 1" 1�galy.roofing nail,staple galy.l} 2"embedment length DIAMETERS TO ACHIEVE s+ 018405 Gypsum Wallboard(2) 7"edge/7"field 9 GLASS TABLE LOADS.THIS DISTANCE r long;t v"screws type Wpl S IS DESIGNED INTO HOLD DOWN o qTF Gypsum Wallboard(g") 1 "galy.roofing nail,staple galy.1 B" 7"edge/7"field No.10 wood screw " DISTANCE MAY BE INCREASED OF NE`N long;I r screws type W or S based anchor with 16 O.C. 12 O.C. 9 O.C. (see table 3.9) 2"embedment length PLASTIC-COATED PERMANENT WOOD WITHOUT AFFECTING LOAD 2-8d common CAPACITY,PROVIDED THE Drawing Name: Diagonaloar Sheathing SCREW ANCHORS This table is based n 180 ultimate design wind speed&a 33'-0"mean roof height ANCHOR NUT IS NOT C S ; 1"x 6"or 1"x 8" 2-8d Common per Support -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1"from the edge GLASS OVER-TORQUED,WHICH 1"x 10"or wider 3-8d common per support of the panel COULD SPLIT THE STUD. -Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 2"into the building 1/2'PLYWOOD \ \ SIMPSON HD2A TYPICAL DETAILS FLOOR SHEATHING frame.Fasteners shall be located not less than 2�from the edge of concrete block or concrete. WITH SSTB20 A -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMIN Structural Panels having a minimum ultimate withdrawal capacity of 1,500 fads. NOTE: 1"or less 8tl common 6"edge/12"field WINDOWS-GLAZED OPENING ALTERNATE ANCHOR BOLTS MAY BE DRILLED greater than 1" 10d common 6"edge/12"field FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING AND/OR EPDXIED INTO FOUNDATION PER THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 APPROVAL OF THE ENGINEER. CONTRACTOR TO Diagonal Board Sheathing 2-8d common per support OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES ASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number: 1"x 6"or 1"x 8" ALTERNATIVE. 3-8d Common per support LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING 1"x 10'or wider TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING �-3'No.8 SCREWS 12"O.C. 1 Nailingrequirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-Center at the panel edge to obtain higher shear TO WIND ZONE II,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. TYPICAL SHEAR WALL DETAIL (If Applicable) © :.. q 9 9 9 P 9 9 DETAILA-TYPICAL ATTACHMENT OF PLYWOOD capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD-FRAME BUILDING NOT TO SCALE //A ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO 130 MPH & CLOSER THAN ONE MILE TO COAST LINE OR GREATER THAN IOR 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. PROTTEECTION FOR WOOD FR MED 14OMPH CERTIFIEDNDOW BUILDINGSALLATION PLYWOOD PANEL WINDOW AND DOOR ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs �'t DETAIL: PLYWOOD DETAIL @WINDOW OPENING SCALE: NOT TO SCALE GENERAL NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 0.0 GENERAL NOTES&SPECIFICATIONS: ADOPTS WITH AMENDMENTS IRC 2018 THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS POSPISIL & B CHAPTER 3:BUILDING PLANNING INCLUDING CHAPTER 4 OF THE IRC 2018 OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE BROWN 1. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONTRACTOR AGREEMENT,THE ARCHITECTS CONSTRUCTION PLANS, ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1(2),R404.1(3),AND R404.1.1(4) INSTITUTE OF TIMBER CONSTRUCTION,AMERICAN PLYWOOD ASSOCIATION,AMERICAN OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS AND ALL ADDENDA(IF ANY). SECTION R301:DESIGN CRITERIA OF THE IRC 2018. WOOD PRESERVERS ASSOCIATION STANDARDS WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R404.2 OF THE RESIDENTIAL CODE OF DONE BY MECHANICS SKILLED IN THE TRADE. ARCHITECTS, P.C. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE&TWO FAMILY DWELLINGS(2015 EDITION) NEW YORK STATE. ACCORDANCE WITH ACCEPTED PRACTICE. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 3. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK WHICH DOES NOT CONFORM TO THE DRAWINGS.THE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL CONTRACTOR,AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. SECTION R303:LIGHT VENTILATION AND HEATING CONSTRUCTION. 1. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM SHOULD THE DRAWINGS AND/OR SPECIFICATIONS,IN THE OPINION OF THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK 4. RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK . SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE OF MORE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: 8% WOOD FRAMING INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE ARCHITECT IN ORDER THAT PROPER ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL ASSUME FULL REQUIRED OPENABLE AREA: 4% 2. ALL REBAR ASTM A-615 GRADE 60. SOUTHERN BUILDING CODE CONGRESS. RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH www.posptsilbrown.com WORK OR MATERIAL IS O CONTRAST TO THE CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED. PROVIDE 3 SQ FT OF WINDOWS.1.5 SQ FT OPERATIONAL IN BATHROOMS*EXCEPTION: 1.ALL LUMBER IS TO BE NO. OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING 141 Hampton Road T:631.283.3465 3. FOOTINGS WIDTHS SHALL COMPLY WITH TABLE R403.1(1)OF THE IRC 2020. FOOTINGS SHALL BE MINIMUM SPECIFICATIONS: MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH THE INTERNATIONAL Southampton,NY. 11968 F:631.283.3593 4. THE LATEST EDITION OF THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FB=875 PSI RESIDENTIAL CODE PARTS V&VI,CHAPTER 12 THRU 24. MADE PART OF THESE SPECIFICATIONS. PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY FV=180 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE 5. DISCREPANCIES: OF 1 TON PER SQUARE FOOT,UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS FC PERP=625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIII CHAPTERS 33 THRU 42. -WHENEVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATION,THE GENERAL SECTION R304:MINIMUM ROOM AREAS ARE TO BE INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. E=1,600,000 PSI CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR PROVIDE MIN. 1 ROOM WITH NO LESS THAN 120 SQ FT GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE WORK CALLED FOR,UNLESS OTHERWISE ORDERED IN WRITING. 4. REBAR SHALL BE RUST FREE AND PLACED NO CLOSER THAN 1 2 E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR "FOR#5 BARS AND SMALLER 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: CONNECTED,IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE WITH Project Name: 6. WRITTEN DIMENSIONS(OR NOTES REGARDING ALIGNMENTS OR CENTERLINES)SHALL GOVERN OVER SCALED DIMENSIONS. DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF AND 2"FOR#6 BARS AND LARGER TO SURFACE TO CONCRETE IN CONTACT WITH EARTH WHEN FB-2,900 PSI NOT SCALE DRAWINGS, *EXCEPTION FOR KITCHENS CONCRETE IS CAST IN FORMS.REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV=290 PSI STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-0"LONG.NON-FERROUS ROD 7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF OR THE WORK OF THE GENERAL CONTRACTOR AND WITHOUT WINDOWS ARE TO BE INSTALLED 10"BELOW THE TOP OF THE FOUNDATION WALL. FC PERP=650 PSI IS TO BE 1/2"MINIMUM DIAMETER,IN ACCORDANCE WITH E3508.2.1. Schneider CP Residence ANY OTHER;SUBCONTRACTORS,NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN 7'-O"ANY HORIZONTAL REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO BE E=2,000,000 PSI e 8. INTERPRETATION OF DETAILS:IF THE CONTRACTOR OR ANY SUBCONTRACTOR OBJECTS TO ANY DETAILS CONTAINED ON THE DIMENSION INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND CONSTRUCTION DOCUMENTS,HE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT IN WRITING WITHIN SIX(6)DAYS AFTER *EXCEPTION FOR KITCHENS SHALL BE U.L.APPROVED.ALL EQUIPMENT SHALL COMPLY WITH N.E.C.110.3. 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM ISSUANCE OF DETAILS. FAILURE TO DO SO WILL BE CONSTRUED AS CONTRACTOR'S ACCEPTANCE. 5. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SPECIFICATIONS: UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE 9. MEASUREMENTS:BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL SECTION R305:CEILING HEIGHT SEALED/GROUTED. FB=2,800 PSI FROM SHORTS,GROUNDS,OR IMPROPER CONNECTIONS. 890 RUCK Lane MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR COMPENSATIONS WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7-0 FV=290 PSI 6. JOINT REINFORCEMENT,ANCHOR TIES AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING FC PERP=740 PSI * THERMAL AND MOISTURE PROTECTION: Southold, New York MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-0" STANDARDS;ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 E=2,100,000 PSI ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE INTERNATIONAL ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. 1.BEAMS AND GIRDERS NOT LESS THAN 4'-O"O.C.CAN PROJECT 6" FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A3666 FOR SHEET METAL RESIDENTIAL CODE AND THE INTERNATIONAL ENERGY CONSERVATION CODE. 10. RESPONSIBILITY:EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HIM AND FOR THE EXECUTION OF ANCHOR TIES. 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE HIS WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND CONTRACT.HE SHALL PROVIDE WITHOUT EXTRA 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT= 7. METAL STRAPPING USED FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO FOLLOWING MINIMUM SPECIFICATIONS: ALL ROOFING SHALL COMPLY WITH SECTIONS R902,R903,R904 AND R905.2 OF THE CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVEN THOUGH NOT PARTICULARLY INDICATED OR SPECIFIED. 6'-8"(BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-4") WEATHER SHALL CONFORM TO ASTM A153,CLASS B-2,METAL STRAPPING FOR USE IN INTERIOR FB=975 PSI INTERNATIONAL RESIDENTIAL CODE. 11. DEVIATIONS: THE OWNER RESERVES THE RIGHT AT ANY TIME DURING THE PROGRESS OF THE WORK TO DEVIATE FROM PLANS 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MIN.GALVANIZED AND CONFORM WITH ASTM A641,CLASS 1.METAL PLATES, FV=175 PSI ALL FLASHING SHALL COMPLY WITH SECTION R703.4 OF THE INTERNATIONAL RESIDENTIAL OR SPECIFICATIONS. THIS WILL NOT INVALIDATE THE CONTRACT. AN ALLOWANCE OR DEDUCTION WILL BE MADE. REQUIRED HEIGHT CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED DIRECTLY TO WEATHER ARE TO BE FC PERP=565 PSI CODE. 12. EXTRAS:BILLS FOR EXTRAS WILL BE ALLOWED ONLY WHEN WORK IS ORDERED IN ADVANCE IN WRITING. STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS E= 1,600,000 PSI 13. TEMPORARY HEAT&POWER:THE GENERAL CONTRACTOR SHALL PROVIDE&MAINTAIN ALL HEAT REQUIRED FOR THE PROPER 4.BATHROOMS SHALL HAVE A MINIMUM 6-8"CEILING HEIGHT OVER FIXTURES AND FABRICATED TO FORM A ZINC COATING NOT LESS THAN 1 OZ.PER SF OR HOT DIPPED GALV, ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.3(1)OF THE EXECUTION OF THE WORK. A MINIMUM TEMPERATURE OF 55 DEGREES F.SHALL BE MAINTAINED DURING APPROPRIATE STAGES SHOWER HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6-8 ABOVE A MIN.AREA OF WITH A MIN COATING OF 1.8 PER SF OF STEEL CONFORMING TO ASTM 90. 5.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM INTERNATIONAL RESIDENTIAL CODE OF THE WORK.THE CONTRACTOR SHALL COORDINATE WITH LIPA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE. THE 30"00"AT THE SHOWER HEAD SPECIFICATIONS: ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH PLASTIC WRAP"TYVEK"VAPOR OWNER SHALL BE RESPONSIBLE TO PAY FOR ALL TEMPORARY UTILITIES. SECTION R308:GLAZING 8. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI BARRIER PER TABLE R702.3.5 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTION 14. TEMPORARY'ENCLOSURES:ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED WHENEVER NEEDED EITHER FOR PROTECTION CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO FV=300 PSI R402.1.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. FROM WEATHER OR TO PROTECT THE BUILDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS POURING CONCRETE. FC PERP=805 PSI 15. GENERAL CONTRACTOR TO COORDINATE WITH OWNERS AUDIONISUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, PERMITTED E=2,100,00 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, SPEAKERS,WIRING AND CABLE WIRING. SECTION R309:GARAGES AND CARPORTS 9. THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS WEATHERSTRIPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS 16. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER'S TELEPHONE/CABLE AND ALARM CONTRACTORS EXACT ENCOUNTERED DURING EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR 6.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL LOCATIONS OF ALL EQUIPMENT,WIRING,ETC. OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED ORGANIC MATERIAL. LISTED STANDARDS. PENETRATIONS,ETC.ACCORDING TO SECTION R402.4 OF THE INTERNATIONAL ENERGY 17. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R.301.2.1.1 DESIGN CRITERIA CONSERVATION CODE, RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND/OR ARCHITECT PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR BASED UPON UNAUTHORIZED CHANGES ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL PENETRATIONS. 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PROVIDE VERTICAL SEPARATION.VERT:3/4"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2" NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NOWIC RATED AND 18. THESE CONTRACT DOCUMENTS,AND ALL COPY RIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SIDE) 11. FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE INSTALL IN A SEALED BOX CONSTRUCTED FROM 1/2"GYPSUM BOARD,OR TYPE IC RATED, . CANNOT BE USED FOR ANY OTHER MEANS. PROVIDE HORIZONTAL PROTECTION HORIZ:ONE LAYER 518"TYPE X GYPSUM FLOOR FRAMING. 8.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR TESTED,AND LABELED AS TO BRING AS TO BEING"AIR TIGHT"ACCORDING TO SECTION . 19. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE NATURE AND BEARING POWER OF THE SOIL AND REPORT ANY STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE R402.4.5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. UNSTABLE CONDITIONS TO THE ARCHITECT. PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 12. BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE THE ARCHITECT HAS NOT BEEN PROVIDED WITH ANY SOILS REPORTS/DATA,AND ASSUMES 1 1/2 TONS PER SQUARE FOOT SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. "WARM IN WINTER"SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS. BEARING CAPACITY. 20. VERIFY DIMENSIONS AT THE SITE AFFECTING THE WORK. BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13. SUGGESTED UNDERPINNING PROCEDURES: 9.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE, WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE ATTENTION OF THE ARCHITECT. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN 44"A.F.F. WITH AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED SEALED AND TAPED. BETWEEN A(,TUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. MIN.OPENING AREA=5.75 SQ FT(5 SQ FT AT GRADE) A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. FIELD). SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN-INSULATED 21. COMPLIANCE WITH THE DRAWINGSAND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT BASEMENTS,ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED R8 ACCORDING TO ASSURE ACCEPTANCE OF THE WORK. OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN.OPENING HEIGHT CLEAR=24" B)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL SUFFICIENT CAUSE FOR REFUSAL OF THE WORK. _ BE NAILED PER DETAIL J SECTION R403.3.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. MIN.OPENING WIDTH=20" ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION ( ) 22. THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR OF WALL. ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED - THE EXISTING ADJACENT STRUCTURES,FINISHES AND UTILITIES,AS WELL AS NATURAL FEATURES,TREES AND SHRUBS NO TOOLS OR KEYS ALLOWED FROM INSIDE 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES, SURROUNDING THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND ORDERLY FASHION AND FREE OF ALL MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SQ FT&MIN.WIDTH OF 36" C)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. WITH SPANS EXCEEDING 8'. STANDARD DUCT TAPE IS NOT PERMITTED. CONSTRUCTION DEBRIS. PROVIDE CONSTRUCTION FENCING AROUND EXISTING TREES AND SHRUBS IMMEDIATELY • SURROUNDING THE CONSTRUCTION AREA. PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE IN ACCORDANCE SECTION R311:MEANS OF EGRESS D)INSTALL A KEY WAY BETWEEN SECTIONS.,ALLOW 7 DAYS CURING. 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. WATER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET WITH LOCAL ORDINANCES. CLOSING ACCESSIBLE SPACES UNDER STAIRS OF WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART PROVIDE UNDER STAIR PROTECTION EN 23. ALL PROOF OF INSURANCE SHALL BE VERIFIED IN WRITING TO THE OWNER AND ARCHITECT INCLUDING BUT NOT LIMITED TO WITH WALLS AND ANY SOFFITS WITH EN GYP.BD. E)BACK FILL 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. OF A CIRCULATING SYSTEM.TYPICAL METHODS FOR CREATING HEAT TRAPS ARE.U.,OR GENERAL LIABILITY,WORKMANS COMPENSATION AND DISABILITY. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE "RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARIKET PROPER PROPERTY INSURANCE DURING ALL PHASES OF WORK. MIN.WIDTH FOR HALLWAYS IS 3'-0" F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 14.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS PIPE NIPPLES WITH INTEGRAL TRAPS. 24. THE WORK AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL MIN. 1 EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE EXCESSIVE MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT INDICATED OTHERWISE. THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 66*F OR LOWER FOR HEATING PAYMENT. DURING THIS TIME THE CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS.GRANTING OF A CERTIFICATE OF AND/OR CRACKS ARE NOTED. AND UP TO BY OR MORE FOR COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING OCCUPANCY OR THE OWNERS USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. MIN.OPENING T-O"WIDE x 6'-8"HIGH 15.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE MUST HAVE A DEADBAND TEMPERATURE RANGE WHERE NO HEATING OR COOLING 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTE AND DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX SIMPSON TYPE 304 OR 316 STAINLESS STEEL. TAKES PLACE OF AT LEAST 6°F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF LOCAL,STAKE AND FEDERAL LAWS AND REGULATIONS AND SHALL INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH. THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MIN.=6'-8" 16.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED PREVENTING BACKUP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN CONSTRUCTION,OR COMPLETION OF THE OWNER/CONTRACTOR AGREEMENT. TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD GALVANIZED. BE MET BY THE HEAT PUMP ALONE. 26. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE. ANYTHING FOUND ON THE DRAWINGS AND NOT FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN. MENTIONED IN THE SPECIFICATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH IS A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN STEEL PERIMETER RIGID FOAM INSULATION BOARD"FOAMULAR"150 AS MANUFACTUREID BY REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS. OWENS CORNING. CHARGE. PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 27. GENERAL CODE REQUIREMENTS-INCLUDING BUT NOT LIMITED TO: A. ALL TRADES,WORKMANSHIP AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. PLUMBING NOTES: ONE AND TWO FAMILY DWELLINGS(I.R.C.),TOGETHER WITH THE 2016 UNIFORM CODE SUPPLEMENT AND ALL LOCAL,STATE AND OVER STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRAWINGS,FLOOR GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. TO STAIR OR DOOR SERVED 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION PLANS,SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND BALL WORK AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2016 WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500. ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK SUPPLEMENT,MECHANICAL CODE&PLUMBING CODES. C. HABITABLE AREAS SHALL BE VENTILATED PER(I.R.C.),R303 AND BATHROOMS SHALL BE VENTILATED PER(I.R.C.),R303.3. THAN 2%SLOPE SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE O ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS INTERNATIONAL RESIDENTIAL CODE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE D. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. OTHERWISE SHOWN ON THE PLANS. SOUTHERN BUILDING CODE CONGRESS. THE(I.R.C.),)R314,R315,N.F.P.A.72 AND UL 217,UL2034 REQUIREMENTS. 1.HEIGHT=34"MIN,38"MAX E.FINISHED ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE(I.R.C.),)-CHAPTER 9. 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE INTERNATIONAL Date: F.BUILDING STRUCTURAL MATERIALS OR ASSEMBLY SUBJECT TO DETERIORATION SHALL CONFORM TO(I.R.C.)SECTIONS 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN OVER ALL COLUMN SUPPORTS. RESIDENTIAL CODE PART VII,CHAPTER 25-33. Permit Set 7-3 1-24 R317&R318. ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS G. ALL HABITABLE SPACES SHALL ALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF MIN.5 S.F.ON 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR Note: THE FIRST FLOOR AND 5.7 SQUARE FEET ON THE SECOND FLOOR BOTH WITH 24"MINIMUM HEIGHT AND 20"CLEAR WIDTH PER 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" TO AWS AND AISC STANDARDS. SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF (I.R.C.)R310. SECTION R312:GUARDS JOINTS WELL CAULKED AND CEMENTED. POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE H. PROVIDE SAFETY GLAZING PER(I.R.C.)SECTIONS R308.4&R301.2.1.2. SAFETY GLAZING SHALL BE PROVIDED IN ALL 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. SOLELY WITH RESPECT To THIS PROJECT.THEY ARE NOT TO BE CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGGE USED IE THE OWNER,CONTRACTOR,SUB-CONTRACTORS TOR HIS DOORS,PANELS WITHIN 24"OF DOORS, ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GUARDS.OPEN SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS I. SHOWER 1 TUB ENCLOSURES,AND MEETING ALL OF THE FOLLOWING: THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 STAIRS 30"ABOVE FLOOR OR GRADE SHALL HAVE 34"MIN.GUARDS. RUN,AT EACH BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 8.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER SQUARE FEET AND THE BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR AND THE TOP EDGE IS GREATER THAN 36 INCHES GUARD OPENINGS NOT TO EXCEED 4"(SPHERE) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE ABOVE THE FLOOR AND THE GLASS IS WITHIN 36"OF AN ADJACENT WALKING SURFACE INCLUDING STAIRS&LANDINGS AND TUB VERTICAL STACK(S)WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL PLATFORMS AND WITHIN 60"OF A STAIR LANDING. SECTION 313:ALARMS PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN J.ENCLOSURE:&VENTILATION OF FUEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH(I.R.C.). PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF K.FIRE STOPPING SHALL BE PROVIDED PER(I.R.C.)R302.11 AND DRAFT STOPPING SHALL MEET THE REQU►REMENTS OF BEDROOMS AND IN BASEMENTS THE MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS POSPISIL&BROWN ARCHITECTS,P.C. (I.R.C.)R302.12. WITH TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS. COPYRIGHT 2023. ALL RIGHTS RESERVED. L.HABITABLE SPACES SHALL BE PRO71DED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION.(MIN.4%OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL AREA)PER PART(I.R.C.)R303.1. FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. FROM WATER METER,CARRY 3/4"MAIN TO LAUNDRY,BATH AND WASHROOM FIXTURES;;WITH 1/2"BRANCHES TO FIXTURES,AS REQUIRED.CARRY 3l4"BRANCH TO WATER HEA-TER ;tE" ARC seal: (I.R.C.) 01 EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES. M. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH R302.5,R302.6&TABLE R302.6. AND 3/4"LINE TO HOSE BIBBS.FROM WATER HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE .. /TF N. ALL STAIRS,RAILS&GUARDS SHALL COMPLY WITH(I.R.C.)SECTIONS R311.7&R312. RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING `� �r_M Eg 0. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY&TERMITES SHALL COMPLY WITH(I.R.C.)SECTIONS AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT ROOM WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL �. 'OU R317&R318. BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE CONSTRUCTION DRAWINGS. o 28. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO DEVICE PROTECTING THE BRANCH CIRCUIT. PROVIDE SHUT OFF VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FIXURES,AND AT Q � VACUUMING,WASHING AND POLISHING. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE HOSE BIBB BRANCHES. ' °- s I d 29. THE GENERAL CONTRACTOR IS RESPONSIBLE,DURING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY PRECAUTIONS CONNECTED THEREWITH. COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING WATER HEATER SYSTEM 30. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK AS BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC AND ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS.WATER HEATER TO COMPLY S� OI8405 �*i� WELL AS FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.S.UNDERWRITERS CERTIFICATE AND THE INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT WITH SECTIONS PLUMB501A PG CO P AND P50005. P504.RM 005.2P504. ,F THE IN)OF THE qrf OF NE`t1 y0. CERTIFICATE OF OCCUPANCY/COMPLETION. THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. INTERNATIONAL PLUMBING CODE AND RM2005.1 AND RM2005.2 OF THE INTERNATIONAL 31. THE GENERAL CONTRACTOR WARRANTS THAT IT IS EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF RESIDENTIAL CODE. CONSTRUCTION REQUIRED HERE UNDER. BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR IS DEEMED TO HAVE 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC Drawing Name: REPRESENTED THAT ITS FIRM,SUPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED IN THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAS AND AND PERFORMANCE OF WORK REQUIRED,INCLUDING THE WORK NECESSARY TO PRODUCE THE BEST POSSIBLE AESTHETIC COMPLIANCE WITH THE REFERENCE STANDARD IRS 17-1. OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE TYPICAL NOTES APPEARANCE FOR THIS PROJECT,CONSISTENT WITH THE CONTRACT DOCUMENTS,AND TO HAVE OFFERED SUCH EXPERTISE 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) FIRECLAY TILE FLUE IN MASONRY CHIMNEY. AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTO AN AGREEMENT WITH THE GENERAL CONTRACTOR. 32. THE GENERAL CONTRACTOR SHALL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE SO THAT 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.CONNECT TO ALL IS DONE:IN AN ORDERLY AND SECURE FASHION. RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES. 33. ALL SITE WORK INCLUDING BUT NOT LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE OF HEALTH. CONSTRUCTION DRAWINGS AND REQUIRED BY INSTALLATION. Drawing Number: 34, THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 Ibs 35. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL PRESSURE. CONTRACTOR,ALL SUB-CONTRACTORS AND THEIR SUPPLIERS. 36. GENERAL CONTRACTOR HEREBY SPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,, AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING AND ALL ADDENDA(IF ANY)ARE SUFFICIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED CONSTRUCTION. o THEREIN IN ACCORDANCE WITH ALL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT HOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN �© qD0 R DOCUMENTS. IN ADDITION,IF GENERAL CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD ACCORDANCE WITH SECTION N1103.4&N1103.5.3 OF THE INTERNATIONAL RESIDENTIAL HAVE KNOWN THAT ANY OF THE CONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OR OMISSION, - GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION CODE. THEREOF. ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION POSPISIL & BROWN ARCHITECTS, P. C. www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Schneider Residence 890 Ruch Lane Southold, New York G A-2 Existing Foundation to Remain I 7'-011 Existing Foundation to Remain . ............................................ . E-- Edge of existing T.O.F.= deck to be removed {to align with existing) Edge of existing 8" concrete filled deck to be removed 'Sona' tube, typ. :T.O.W.= -I'-4"±, F.V. :#5 rebar dowels to be drilled epoxy :set into existing foundation wall prior to �� i :forming new wall 1 2" o.c. vertically, typ. 1 8" concrete filled — Sona' tube, t . I = Q L SAND ASSUMED EXIST. FOUNDATION PLAN LEGEND - I yp � I `� d- FILL CRAWL SPACE Existin Construction To Remain ( EXISTING ste 5 g \ CRAWL UP-8 R' IJ s O } Existing Construction To Be Removed �, 1 SPACE #5 rebar dowels to be o IT \ ........................................ Poured Concrete Foundation Wall I drilled epoxy set into �' � . existing foundation wall 2 I prior to forming new wall N o Stone/ Brick Veneer A-3 t 1 2" o.c. vertically, typ. = 6, I C.M.U. Block Wall I R X — — — — Poured Concrete Footing I ASSUMED EXIST. W --' I CRAWL SPACE I Steel Column /� �\ — L_J C3' k❑, Wood Column �\ �/� — — Date: HW Permit Set 7-3 1-24 ❑ Post From Above Gas meter —rl EX 1 STI N G Note: —— Beam Line F I I I z THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF _ U N FI N I S N E D O I POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE F_ SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE Direction of Framing Above cJ _ +1 LI BASEMENT I I p _ _ USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR A-2 O I I H A- SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& — EXISTING CRAWL I I = I l9 BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS B.O.F. Bottom of Footing I LU AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER CRAWL I SPACE I I 0— RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE T.O.L. Top of Ledge ' �\ SPACE I z CD O I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL c� TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN T.O.S. Top of Slab 0 g I I I z WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF mEd e of new C I POSPISIL&BROWN ARCHITECTS,P.C. LU T.O.W. Top of Wall steps above T, COPYRIGHT 2023. ALL RIGHTS RESERVED. a o 6 Seal: E Equal [� O Edge of existingEikEu ARCly F.V. Field Verify raised deck I I Q�.` OL.Mt=S A T above, to remain O.C. On Center — — — — — ) +1 P o T.B.D. To Be Determined _ -1 , a R U.O.N. UnIC55 OtherWl5e Noted A.F.F. Above Finished Floor House trap qrF OF NE`N y� Drawing Name: Framing Notes: I .) Provide soled blocking below all frame walls. 31_01 Existing raised deck Existing House to Remain I G'-G" G"± FOUNDATION PLAN 2.) All dimensions are from framing unless otherwise noted. 3.) Use (3) 2x8 headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to G receive web stiffeners below offset point load, typ. A-2 Drawing Number: FOUNDATION PLAN 1 II — � � o Scale"/4 — 1 -0II POSPISIL & BROWN ARCHITECTS, P.C. FLOOR PLAN LEGEND Existing Construction To Remain www.pospisilbrown.com 141 Hampton Road T: 631.283.3465 Existing Construction To Be Removed Southampton,NY. 11968 F:631.283.3593 New Framed Construction Poured Concrete C.M.U. block Project Name: Eq. Equal Centerline Schneider Residence F.V. Field Verify O.C. On Center 890 Ruch Lane T.B.D. To Be Determined Southold, New York U.O.N. Unless Otherwise Noted A.F.F Above Finished Floor G 9'-0" proposed raked A-2 6" Exist. deck deck over footprint of to be removed existing deck on grade 45'-93/411 29'-2"± (Existing to Remain) I 0-73/4'± (Existing to Remain) 7'-0" 3'_G"± G". . ....3.'-O'i.............41 011..... ...... . 7rEdge of existing deck to be removed ( Edge of existing ...................................... outdoor shower O to be removed 75 -- - N ew ............. ............. . 0 — - - - - - - �; E �- Outdoor X Remove exist. Shower (� O and platform NEW ENTRY stes 0 0 p p STOOP — — — — — — — — — — — — NEW DECK -Z7 6' DINING ROOM o � - I / 4_1 L ... ......................................... No Chang e 7 N 0 0' BEDROOM # I . ..... - - - - - - - - - - - - - - - - No Change D m- L X .................... . I I w sens :. ..... ............. : Dn-7 R's LIVING ROOM 1 No Change in new decks Obe at I I I CL. CL. same level = I I I B Date: BATH L — — — — — I _ _ `J Permit Set 7-3 I-24 +I I — — — -- Currently L- Q o A-2 A-2 I --- ---- Permitted = I Note: OZ U I DW/D W F— THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF U I Q POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE EXISTING _' SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE I I � Z � I USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS I BREAKFAST _ _ O ,FO CONTRACTORS OR i O SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS { p TIONS TO THIS DECK I AREA �f i �� .;' — PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& KITC N E N C L. I I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS - — — —— " In z AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER No Change No Change HALL BEDROOM #2 RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE X I i______ No Change I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL �' Exist. roof I U BATH m I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE I i Shower O COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN overhang —�I No Change I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Shower POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2023. ALL RIGHTS RESERVED. I i i +I Seal: — l9 �,E;tEui ARCtii _J CQ L7 1N ek '� Np1-MEs A lF0 Q o It 018405 3'-6" Existing raked deck Existing House to Remain OF NEw yO� Drawing Name: G FIRST FLOOR PLAN A-2 F I IDS T FLOOR PLAN Drawing Number: 2 0 Top of Existing Finished Top of Existing Finished 6 Primary Ridge Z Primary Ridge POSPISIL & BROWN _-- A-2 — — Elev. + 15'-12'±, F.V. A-2 �— Elev.'+ 15'-12'±, F.V. To of Existin Flnlshed ARCHITECTS P .C .p g - � Top of Existln Finislhed _ . . — . . — . . ._ . . — . . — . . — . . — . . — . . — . . — . . — . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . _/ 5econdaryRidcge . — . . — . . . . . — — — . . — . . . . . . . . . . . . . . — . . — . . — . . — . . — . . — . . gg — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — — . . — - — . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — — . — . . — . . — — . . — . . — . . — . . — . . — . . econdaryRld e —/ U� LI LJ LlU U U�1J 1 2 Elev. + 14'-103i±, F.V. L- i 4'�+ Ju a � Elev. + 14-104 _, F.V. Ll L� Ll L 1I��L1 �i� J1U ll LI J�1L lU ll U LI llU WJ�I UL UL 1L1 !J�.LJ UIll�LJ I�1 L �J of ��_ L I J L,�U t__� �1.1 Top of Existing Flnlshed ill �U �6+ Top of Existing Finished �UU�I — UL l'11L1UL U — — — Ridge @Dining Room — — — — — 1UU ! I�� I_1LlL. —_. — _. — . . — . . — . . — . . — . . — . . — . . — . . ll'U' UUU� UJ ll I • II �` + �L . .L Lf.L I �ULl II. Ridge @ Dlrnng Roam 1J U Li 1J. L1- L' J�JL Elev. + I I 74_, F.V. i 2 LJJJ_ L LLJ U11 J��_1U 1 ULI Il(-Lil ! L ULiluiLJ — — — — — — www.pospisilbrown.com + L1L�1�L>-1-LJ1�L1Llll- � �- J- Elev. + I I' 74'±, F.V. � } L . . 1L1 LJ- I. L .I I a I. I . F�l 1 LI � U I� Ll] �J 1��11 L11J LI�1� � �I,� ' I" U12 LJ-LI IU��I.I�1� 11ULI LIB Ll1ZLIU11LIUll-uUll1�U�l I ' ! IU- I _ .�1J1JUL�1.1� 6_� ., � �l !IJj�U�J�J�L 1' I i I��f�j�Lll I IIILLI�1 l41 Ham ton Road T:631.283.3465 UL1!Ull 'ULI !1L1111ULIL " U1J1�U IJ LIIJ !�1U11U1 ULI ,�1J� 11L1_L_IU11 U � Top of Existing Flnlshed ilLIUL-llUL1iU1JLlIUlII_'LillLIU1J.!IU1JL1I111'�ULLIJ,U I iU�1LlU I IllLIUIJ-L_1 p ll' LIllUU ULII�U� �U �Lii� _ Rld e Master Bedroom _ I��UU L 1J�j Southampton,NY. 11968 F:631.283.3593 U111J 'IL1� �ll LW I�L.LLLJU lUL1 UUL � � g @ UU L LA[i L 111ULJ L U I 11ll Ull L(Ull Ll LLl�UU�1 U UUL L1Ull U U IU LI ULll1Ll U ll UU LI LlU U_LJJ __LuJ ULL 1 1J L1L1_Ll- UIJ ulJ U — — U UU11U1W U11-IL�lUULILl11UlUllULlL1L LJLJJLIUL UIJHI 111UU 1 ! LLL! L_LU�UUL-L'L1�!IUL1-UU��1L1',111' Elev. + I I 5 ±, F.V. LILII�L'Lu U]_IL'.U-llL1Ull d_HJ ,11 IT II III III LJI UJ�LJ IUL� ��L -i; !I II IIII II - -- ! - - - - - T ' III II IIII UJ1 UU111 Ll i- --- - - - Project Name: — El � I - _ Schneider Residence o o Top of Existing Finished Top of Existing Finished 890 Ruch Lane Floor @First Floor — Floor @First Floor Southold, New York Elev. 0'-0" - - -- ---- Elev. 0'-0" rr I I Existing Clouse (To Remain) New Deck New Deck/Stairs Existing Deck (To Remain) FRONT (WEST) ELEVATION SIDE (SOUTH) ELEVATION I 2 Scale:%4" = 1 '-0" Scale:%4" = 1 '-0" Top of Existing Finished 6 Primary Ridge rj A-2 - �— Elev. + ► 5'-►2"±, F.v. Top of Existing Finished Top of Existing Finished — . . — . . � . . — . . — . . — . . _ . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . � Secondary Rld e — . . — . . — . . — . . — . . — . . — . . — . . — . . — . — . . — . . — . - - — . . — . . — . . — . . — . . — . . — . . — . . — . . Ridge Primary — . . — . . __ . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — — . . — . . — . . — . . — . . — . . — . . — . . — . . — . _ g � Elev. + 15'-I 1"+ F.V. Elev. + 1 4'-1 04"±, F.V. 12 2 -° 1 2 I I }-11L ! I BUILDING PERMIT 6 6±p - BUILDING PERMIT OBTAINED FOR I - 12 + OBTAINED FOR BATH ADDITION BATH ADDITION Top of Existing Flnlshed I I Q6_ Top of Existing Flnlshed ! idge @Dig Roam RIde @ Ma ter Bedroom R + . — .12 Elev. + 12 9 — . . — . . — . . 12. . — . . I' ' � Elev. + I 74"+ F.V. � I - I !Ii��il Jllli 111111 111 i I L Top of Existing Finished iBAL _LL1 L U LL L1 1 Rid e Master Bedroom i I I I � . . I ! 9 I I Elev. + 1 I 5 ±, F.V. I I I I I I I I �I II I I III I I I I I II I II I I I I I I I II I I III I I I I I ! I I I Top of Existing Finished Top of Existing Finished Floor @First Floor — — — — — Floor @First Floor Elev. 0'-0" Elev. 0'-0" L L I- PJew Stairs Eiisting Deck (To Remain) Existing House (To Remain) New Addition Existing House New Addition Existing House (To Remain) CFO Remain) BEAK (EAST) ELEVATION Top of Existing Finished 51DE (NORTH) ELEVATION 3 Primary Ridge Top of Exlstie Finished Permit Set 7-3 1-24 I iI — I iI �-- — — Elev. + 15'-12'±, F.V. I iI i I �_ Primary Ridge + Scale:/4 — I -0 I -0 Elev. + 15 I z _, F.V. Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE — . . . . — . . — . . — . . — . . — . . SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE — . . — . . — — — . . — . . — — . . — — . . — . . — . . — — — . . — — — . USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BUILDING PERMIT BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS TO of Existin Finished AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER OBTAINED FOR BATH ADDITION p g RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE _ Ridge @ Master Bedroom DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL New Addition TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE — - — - — — — Top of Finished Ceiling @ COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN ! 1 Elev. + 12' 9 "±, F.V. Lavin Room HI h Point WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF JN g g POSPISIL&BROWN ARCHITECTS,P.C. Elev. + 1 0'-82"±' F•V• COPYRIGHT 2023. ALL RIGHTS RESERVED. Top of Double Wall Plate @ New Addition Top of Finished Ceiling Seal: — @ Existing Bath `y OtEv ARCy�TF Elev. +8'-12"+ F.V. — . . — . . — . . — . . — . . — . . ------ Elev. +7'-102"±, F.V. NoEMES p0 P I sT 018405 A-3 qTF OF NE`N y� Top of Existing Finlshed To of Existin Finished Drawing Name: Breakfast Area Kitchen Nall Bath Bedroom #2 New Bath _ I Floor @ First Floor I Livin Room Hall Bath P g — . . — . . 9 Floor @ First Floor -- I I — — Elev. O'-0" EXTERIOR ELEVATIONS I I I BUILDING SECTIONS I I I I ' I I ' I Unfinished Basement I New Crawl ( j I Unfinished Basement Drawing Number: ------------------------------------------------------------------------------------------�-� L-� ----------- ©� BU I LDI NG SECTION (LOOKING WEST) BUILDING SECTION (LOOKING NORTH) 5 6 Scale:Y4" = 1 '-0" Scale:��}" = 1 '-0" POSPISIL & BROWN ARCHITECTS, P. C. www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Schneider Residence / 890 Ruch Lane Southold, New York I I I Shaded area represents assumed exist. framing, G.C. to verify condition Shaded area represents existing floor Centerline @ beam, post pier foundation J015t9, to remain \ Existing siding, to remain \\� Decking to match existing, typ. I Exlstmg sheathing, Top of Finished Floor G.C. to verify Top of Exist. Flnlshed @ First Floor f� Floor @First Floor — . . . . . _ . . _ . . — . . — . . _ . . — . . — . . _ . . — . . — . . — . . — . . — . . _ . . _ . . _ . . _ . . — . . _ EL. 0'-0" EL. 0'-0", Align with existing (F.V.) +I a Metal flashing / c4n Top of Finished Deck EL. -0'-4"± (align with existing) \77 \ / Bluestone Blocking as required d ° U ° I x8 deck skirt board ° ° d° ° ° Joist hanger by'Simpson' 2x4 vertical fascia support, staggered or approved equal d d j° ° ° d d ° d U I x 12 deck fascia board 2x8 ACQ ledger board secured Top of Wall @ New Porch d 2x8 ACQ rim board with lag bolts to existing framing 2x8 ACQ deck Joists @ I G" O.C. w/staggered wood spacers ° d Shaded area represents d ° t—Sa nd FI 3- 2x 10 ACQ dropped beam assumed exist. foundation, G.C. to verify condition Post cap connector by 'Simpson' or approved equal d ° d 4, ° GXG post d d d ° Elevated post base by 'Simpson' or approved equal Top of Poured Concrete Foundation Pier d ° t d d ° Date: Gravel fill below deck ° Permit Set 7-3 1-24 d Note: 8" concrete filled 'Sona' tube ° I I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ° III d Shaded area represents existing d ° POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE foundation wall, to remain ° SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE d I ° ° USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR ° Continuous poured concrete d SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS d (, ° PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& foundation wall (4000 psi) I I4 BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER I ° RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE #4 dowels @ 1 8" O.C. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL d I ° TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED.OR COMMERCIALLY EXPLOITED.IN d ° 2- #5 re-bar continuous, 3" d I I ° WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF d I from top and bottom POSPISIL&BROWN ARCHITECTS,P.C. 411 d COPYRIGHT 2023. ALL RIGHTS RESERVED. 2x4 continuous keyjoint I I Seal: 4 0 I O �\ ` ,tEU ARC&T d Top of New Concrete Footing Align with existing (F.V.) ° d Continuous poured conc. d d footing (4000 psi) I d 018405 #4 re-bar horiz. @ 18" o.c. E- ---�--®4-- d7 ° d TgTF OF NE`1'1 y0� d ° O ° O d d ° d ° ° \ \ ° 3- #5 re-bar continuous, 3" d ° Drawing Name:d ° d ° from bottom and sides d � d d SECTION @ NEW ENTRY dd a a d STOOP t- DETAIL @ NEW °d Bottom of Poured I -8 RAISED DECK d U ° d d ° U Concrete Foundation Pier _ _ _ _ d 4 ° d d Drawing Number: DETAIL @ NEW RAISED DECK WALL SECTION @ NEW ENTRY STOOP 2 I Scale: 12" = 1 '-011 Scale: 12" STRUCTURAL PLAN LEGEND POSPISIL & BROWN ARCHITECTS , P. C. 01 3 2" Dia. Steel Column L_J ❑; 3-2xG Post. Unless noted otherwise www•pospisilbrown.com 141 Hampton Road T:631.283.3465 Point Load From Above Southampton,NY. 11968 F:631.283.3593 ❑ ❑ , Point Load From Roof Project Name: Beam Line :Fx:� ✓x v Interior Bearing Wall Schneider Residence Framing Notes: 890 Ruch Lane Southold, New York I .) Provide Solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use (2) 7 4" L.V.L. headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to receive web stiffeners below offset point load, typ. 5.) Roof rafters Shall be doubled-up wherever double collar ties are shown. . ............................................ . (2) 2x8 ACQ Beam 2xG pressure treated D.J. @ I G" OC .............................................. . v—_ (3) 2x 10 ACQ Dropped Beam i V f-NC I o i 2x8 Pressure Treated D.J. @ I G OC R 2x8 ACQ / 1 m Ledger board Date: Permit Set 7-3 1-24 NQ I Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE (�J SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS _ ( PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& E E BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS q) AND RETAIN ALL 1 L ❑ COMMON RES RVED R GHTS,NADDIITIIION TO THE CO COPYRIGHTS.THE HE OI ACQ Dropped Beam O O DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL (3) 2x \ TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE I:• I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF � SL I I POSPISIL&BROWN ARCHITECTS,P.C. O O COPYRIGHT 2023. ALL RIGHTS RESERVED. o o f I •� I o 7 I I Seal L L U p y`EitEu ARC&T i m m I I I = I NOLMES Q N u I 10 o � LU Existing 2xG F.J.'s @ Existing 2xG F.J.'s @ EXlsting 2xG F.J.'5 @ I Q 0184�5 I G" O.C. (to remain) I I G" O.C. (to remain) I G" O.C. (to remain) I I I sgTF OF NE`N yO Drawing Name: F IRST F LOOK FR AMING NG PLAN Drawing Number: i=1 RST FLOOR FRAM I NG PLAN I � Scale:14" = 1 '-O" ..