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Home My WebLink About1000-56.-2-14 OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annex ® P.O.Sox 1179 54375 State Route 25 Southold, NY 11971 (cor..Main Rd. &Youngs Ave.) o- Telephone: 631 765-1938 Southold, NY 11971 ', + ,• '. LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 13, 2024 Re: LWRP Coastal Consistency Review for 265 ARSHAMOMAQUE LLC, JAMES ROBERTS, MEMBER SCTM# 1000-56-2-14 265 ARSHAMOMAQUE LLC, JAMES ROBERTS, MEMBER requests an Administrative Permit to construct a 3245 sq.ft. dwelling with 278 sq.ft. attached garage, 122 sq.ft. front porch, 124 sq.ft. rear porch, 221 sq.ft. rear patio; install I/A OWTS septic system; install 2 drywells for drainage and 1 drywell for pool backwash; install gravel driveway; construct pool fencing; install 4x4 outdoor shower. Located: 265 Arshamomaque Road, Southold. SCTM# 1000-56-2-14 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, it is my recommendation that the action is CONSISTENT with the LWRP. 1. Require a significant vegetated buffer integrating existing vegetation to further Policy 6. Landward limit could be 18' contour. 2. Minimize turf and fertilization areas. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold R E C E I-V E LWRP CONSISTENCY ASSESSMENT FORM NO V 1,6M4] A. INSTRUCTIONS ;PSOU t odrownanning Board 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 Reyiew'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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each-answer must be explained in detail, listing both supporting and non- supporting facts: 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#56 _02 -14 PROJECT NAME 265 Arshamomaque. The Application has been submitted to (check appropriate response): Town Board 0 Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent-of action: Administrative Permit Location of action: 265 Arshamomaque rd Southold NY 11971 Site acreage: •63 Present land use: Vacant Land 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: James Roberts Member (b) Mailing address: 3 Sandie Lane Manorville NY 11949 (c) Telephone number: 6319054789 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No Q If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support,or not support the policies. Provide all proposed Best Management.Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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. aYes. ❑ No ❑ Not Applicable The construction of the home keeps within the character of the surrounding area and we leaving _Roughly 50% of the property uncleard to keep in natural state 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 Yes ❑ No Not Applicable Not Near any historical or archaeolo icaI areas . 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 ❑✓ Yes ❑No❑ Not Applicable Keeping with the typical visual quality of the surround areas Attach additional sheets if necessary 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 Yes ❑ No QNot Applicable Yes addingArywellls for storm runoff as well as not clearing 50% of property 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 ❑ Yes D No E]Not Applicable Hooking up to Suffolk county water Attach a itional 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 , We are leaving all wetlands unotuched as wel as a 25' buffer of an area of non disturbance Attach additional sheets ifnecessary 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 Yes making an energy effient home 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. Yes ❑ No ❑Not Applicable Installing New IfA.sanitary system PUBLIC COAST.POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 YeLl No 0 Not Applicable 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 ❑ No.❑Not Applicable Installing New I/A sanitary system and hooking to SCWA 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. Z Yes ❑ No El NotApplicable Leaving wetalnds and 256' buffer for non disturbance Attach additional sheets ifnecessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ :No 0 Not Applicable Not near agricultural lands Attach additional sheets ifnecessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III--Policies; Pages 65 through 68 for evaluation criteria. 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FASTENERS,ANCHORS.BLOCKING,BRIDGING,SADDLES,HANGERS,ECT.,REQUIRED TO GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR MEAN COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WINDtEXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL 3.WIND DESIGN COMPLIANCE AS PER AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS,CONNECTORS, LOAD (MPH) EFFECTS" REOIONI DE13 SZONEm CATEGORY CATEGORYt WEATHERING' DEPTH° TERMITE` TEMP° HAZARD INDEX TEMPI 2020 RESIDENTIAL CODE OF NEW YORK STATE BRIDGING,AND OTHERSPECUAL CONNECTIONS AND HARDWARE MUSTALSO BE INSTALLED IN 20 PSF <140 NO NO NO B B SEVERE 36' MOD TO MVY 11-F X 618 52.1'F 4,ENERGY COMPLIANCE PRESCRIPTIVE AS PER N7102 ACCORDANCE CORN THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.WHERE FASTENERS ARE 5.FLOOD•RESISTANT CONSTRUCTION PER TOWN OF NOT SPECIFICALLY INDICATED OR SPECIFIED.THEY SHALL BE FURNISHED IN ADEQUATE NUMBER MANUAL J DESIGN CRITERIA" SOUTHOLD CONSTRUCTION STANDARDS, 4. 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'�' 7.TOWN OF SOUTHOLD ZONING& WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER EXECUTION COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY CONSTRUCTION CODES. RN� BCIR8ttT`6 P*NPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE 2 RWRE8NFORCELOUMMLBEMERIOIATEGAAOEDEFO Ma$RS,CONFORMWGMASMAS15W.RENORCEMENT S AILROOFAND MALL PLMM PANELS SHALL BE EATERIORCOX GRADE WITH EXTERJOR GONE SHILL MEET THE DIFFERENCE HEATING COOLING WET BULB IRCORYS,OSHA AND THE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. MESH SHAL CONFORMTOASIM AIM ANDAE2. REQUIREMENTS OF THE LATEST WITHIN OF THE US PRODUCT STANDARD PSI AND SHALL BE DDNIHED WITH THE 9 15 7.5 71.5' M 30% 45%-55% APPROPRIATE GRACE TMDEMURX OF RE AMERXUN PLYWOODASSOCATDN.ALL ROOF PLYWOOD BE S'TRICK AND ysctw.mwwe,esn=oneoroat,deovrov.a,u7mv 3.ALL REQUIREMENTS SPECIFIEMTME CODE SHALL BE ADHERE TO IFTHEY WERE CALLED L DETALSAW GENERAL PROVISIONS FOR CONCRETE CONSTRCTION SHUL CONFORM TO THE REIRRDffNIS OF THE ALL WAIIRYWDOD TOREINTHICK, v°.emvnc�wnewArm„glnmvnvamvmnmovxam,mmymu¢eyamumnl,aWvmmvdew mlv.ea¢mtwagmmrsp,np,mbwr nawoPma,. TABLE R301.7 FOR OR SHOWN,ON THE DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY LATESTAQ BUBDNG CODE An 318AND AL3375 w¢+"°arn=d.Fn°°ieexvlm¢ewwmomEa>,v04me:>.eavm'vYmv'bwr+nnem„aveem,Fb.omotxLVLTe,vpawa„®vewv wue.¢vlv,n,wl ALLOWABLE DEFLECTION REQUIREMENTS SET FORTH ON THE DRAWINGS MAYBE MODIFIED BECAUSE THEY ARE MORE 4.WOW STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE OR EXPOSED TO THE ELEVENS MOST BE eon Asl��,°59.CA2cn.Asama.da Qmme-., TABLE R301.5 STRINGEMTRAN THE CODE REQUIREMEM90RBECAUSE THEN ARE NOT SPECIFICALLY 0.FWNM1XX1WMlS AND f001WG5TO8E POURED STORE ODNCREIE 0FTI60WEWSHOWN ONOMWNGS PRESSURETREA7ED TOOE71MIEREIEMIONANDPENDItUIONSNACCORDANCE'MIIi71�pV8ASA'OA�SCI ANOC2 wI'm�atlptwmsmw� mFpu°wm'R0'a^mmwevpm wgm'v°"'¢bv°m'm'o`wG°""a n'°A'la&=n`luvamm°¢v°e"°°°vv' MINIMUM UNIFORMLY OF STRUCTURAL MEMBERS RREp111N1REp gy T{N�5R�E FWWATFAAWRNEPaE58RVATNETREA7MEM. aTivylemcaw,nuu¢vnaavtvtmow mel.mvwmmmv,mn bpmrmnammam..nwvmen MwnvltvmymaW wev,vaen,mnev¢mupe. STRUCTURALMEMBEROFF`.E ION 4.BO NOTO THE ARCHITECT FOR ANY DISCREPANCIES IESSHALL BE REPORTED,IN 5.ALL CONCREIESHAIL BEN ACCORDANCE WITHAM BUILDING CODE.ALL EXTERUOR FOOTINGS TORE AWNNUM OF > r wuulnnvM mme vels.¢nw.meepem em,eu pvc.wepae¢,vpiFq,oa mot a(sW1.W^"ne+mm•evupvy"nmpao,m,nroewvwepmoeeewneero,e.w DISTRIBUTED LIVE LOADS(PSF) WRRIN0,T0 THE ARCHITECT FOR CLARIFICATION. 3V BELOW FMISHEDGRADE .L A. RAFTERS HAVING SLOPES GREATER THAN S:I2N Limo S.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMNG 13 INDICATED,STRUcRNAI Tlwm,m,menlP,e°a,mlm,Pmmnew5 beenwaevnmemwme mailnwrtemnwnrvewmnan Ayp,mx°mme vnoneYq coos otom.rartsmm.oewmns¢enme MpercaO FINISHED CEILING NOT ATTACHED TO RAFTERS 6.GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE CALCULATIONS AND OCTAL DESIGNS PREPARED AND SEALED BYA NEW YORK STATE PROFESSIONAL ENGINEER=I BE eiP"°°1°'armeepervnaeamnewgcm4wm vAcd n..om.ewnle,rcaneeem,nwegemwm,golmm,[wo.eeFlm+e 0.rovxlt).) USE LOAD WORK OF ALL TRADES,ALL SLOTS,SLEEVES,ANDIOR OTHER OPENINGS TO BE COORDINATED AND O.A B ML THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE WD UNDER BASEMENT OR CELLAR SLAM ON GRADE +.TIw N,mlaxnpvo mined F+nmme Md.wmm.vdamE aaWnnuxvA4etam4ro4evm wow wot.x 2+. (N+Oen)wueOeNe INTERIOR WALLS AND PARTITIONS WIN sUBMDTEDFORRENEW. aRmT°nlmm,navel,.>a,a.,e..,.xA.e n.mgmmAeroa"„a.,Tele+x.Perttxmmvaolnaaw„ee.m,deeae..wuen¢Rwwmm,emu,.¢Iv.dHnr°,I� UNIHABITABLE ATTICS WITHOUT STORAGE 10 6.CONTRACTOR SHALL PROWDTE emalmad,wnemmmomweemwRo¢Iuzed enpwlmWCs.de MMmm.vl>cd nwepmev,wnmvweee gmsFwvl¢,r,senlw,wmem>e.,.,I"p,e Fwca mnm,v ITEMPOARYANSHALLPROVDEALLTHEUIRED FRYHESAF INSTALLATION OF MASONRY. smgbm.mmvmrl.nmmwnmmna.m. HABITAUNIHABITABLEATTICS SAND WITH LIMITED STORAGE 20 PLGGpg LAf60 CONS ORARY AND/ORPEFLMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW &IDGINGETER SUBDWOODB ENEEN AT WYXIO ROORJOSISRB'-0.O.C.MAVMUMSPANG SEWMBOTTOMCA LlnverewnpenH,q Fad memro BmvMn PNM4A HABITABLETH FIX DSTAIR JCS 30 I.ALLCONGRflEMWNRYUNi5SNP11COMORMTUTNFSPECIFlCATX)ORS OFASTMC.A0ANO5N4LL8E NOLLON, BWOGWGAFTFASUBROORHAS BE4I NAOED. A�ev°'ev/v'eFam'vi A4m(taFUA e^¢ CONSTRUCTION. =Nmvc4a<veaM.mte°rvrdm.mv.m SERVED WITH FIXED STAIRS CEILINGS WITH BRITTLE FINISHES ID60 LOAQBEARLGCONGMTERLOCKGR/DEKALL MASONRYUMISSHALL HAVEAMINNUMCOMPREESNE STRENGTHOF w �� viapvm,pevum nnp,eeogv4q,dwvra mtemaMmp PndmYadv,. INCLUDING PLASTERAND STUCCO) I. MOLLEDOMSNNFANWDERROOPAC"CFSDCFUWSUZNATIONiOVUOX BE DA3PERTABLENI�./A:FROVDEASWIQL iW0P51.IJORTARSHALLWNFOFNTOTHESPEOFKATIONSFORMORTARFORUNTt VASOWASTMC9DANOSHMIBE m .x,mmvAL Rsos¢.>L moselLa .7].twRsmAx;.meenowmmvlomyo¢aaanvoeuanmememaeaev,mmp,melmvsum+vrm BALCONIES EXTERIOR AND 40 OCHIROIIEDEWWAT FANWIIHAGPADTYff W6MPTHiMRFN ORWGFM WGRBNUOVS ZALLCARPENRRY MATERIALS TO BE WALLED SPECffICATDNS o or pvnmmewm.a,•rGa•ar ee Aoy.mcimwounenputaroade.mmc• FIREESCAPES 40 CEILINGS WITH FLEXIBLE FwISHES If240 TYFESMORTAR ALLMASWRI'WAl1SMD CORNFASRIBE PpIPFALYBMDED. A pdeevmw®nnv pv+aea Am.vlm om twyvrraempom.s¢aei,asda LBvari)(rn,Fgmewaiw)eewnmetoaym Nw pvm,e)vmemmvuemw o,um°w B REFERTO STRUCTURAL,MECRANICAL,ELECTRICAL,ANO PLUMBING DRAWINGS FOR 2CO61MON FPEWNISBETWEENATTACHEDHWSPNG UNITS TOB^cB'CONCRETE BLOq(ONAPoUREDCONLRETE LAll ULTERIOR 5URFAtFBOFPPARIION$WPILS,PMCEIUNGS SHILLBE COVERFDWIZH 7G'TFOCKGYPSUM NALLBONm. Caaxem mm'AUFle"u.Pmev+rsAwem(ew xz•r}• GUARDS AND HANDRAILS 200 (INCLUDINOGYPSUMBOARD) SIT THICK FUECODE GYPSUM WALL SOARED&ALL BE USED ON WALLS ANDCEMNOS W GARAGE ST THICK MOI9R" lxTMAdw,m'n°Aommlvl"^de'°n°I"®'°^°®'m'°'ntmma"°°°A°"'o'°ravv'lo"m`m'°C°m'em'mN°•^n F'eem'F m°nusnA"m°°�m°a•q• GUARD IN-HILL COMPONENTS 50 ADDITIONAL APPLICABLE NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWNGS PASSENGER VEHICLE GARAGES 50 RESRTBNTGYPSUM WAll BOARDSHALLBEUSED CNAILBATHRCOM WELLS AtOCELWG$.WONOEReOARD$NNLBEUSED '°'vemv"ane.vm"wort.tS.+rvv+v41"dnlmrmemma,n.utgvew,ve avmag.me,emgee.mnpepey+e.emvpe.a.m.necm,emA.emab"enY at n¢u.peemw 40 Fimce w�ov�il¢yiwmoi.mldiaanatwwa°nmmee�v�v I,mtaamwa®neAvnndmsmv..m,•ves•mdlmmrym,yvweec ROOMS OTHER THAN SLEEPING ROOMS B.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHINO,COURSING, SCONCIElEM4mNR1'WALL REMFORLEMFHTSNWLBE OF NO4GVRAOSIVEiRUSSTiPE METAL APPROVED 8YTHE �W' OR CEILINGS WHERE CERALOGORSTONE FII.GHEDWILL BE USED HI BATHROOM$ L A ¢vv..+n mnerotmmslwn¢m,emma m. WITHPLAST AL ORSTOLOA09 M/380 awma,¢mpd.dcnm,.wlMmlwmmo•H¢A uvtdmemN.. SLEEPING ROOMS VWTHI PLASTER ORgNCCO DIMENSIONS,HEIGHT.DUCTWORK MAY MOVE AND IN ALLS O PARTITIONS,WIRING, ARCHITECT.HORIZONTAL,CONTINUOUSTRIJ$SREINFORCEMENT SH4LLBE PROVIDED AND WALLED AT EVBLI'SECONDSnWNOTED@IS OTHERWISEmunes,a.m,ssem mot2+]¢wL.l.atymelw n¢Ismmvrmmme.w.Wmn(v}oo,ebn,uvlw.aww,wot-dluro•Hmr,ae.vvnmeamua STAIRS PLUMBING,AND DUCTINORK THAT MAY BE CONCEALED WALLS OR CEILINGBEING COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16'.WALLS SHOULD BE BRACED DURING CONSTRUCTION 9.ALLEHALTSTURATEFELTOBWOOD APPROVED EQUAL SUP ORH y,yaoeLmmae.e.ctlonemeemNvm°erodbn umanp,vnvMwuq Twl.1.mtAun,"cc"Ak,wiJmevmwsrvamnn4aomm�eagereN REVISED TO PROVIDE ACOMPLETE JOB IN ALL RESPECTS_ UNTIL THEYAREADC-0UATELVANCHORED TOTHERWRANDflOOF5Y37flHS 15tl/5PF411TSANRA7EDFELTOR OTHER APPROVE0 E0UAL ALLW000 SNDBEARINOWPLLS AND PARnnONSSUPPORTINO ea�Dit7Trogwnavw.m.avmp,mmmemnnmmamve�nannmmvwmoe.reyM„nrqun amt z(¢)m,dlw mm..amvupmtpaonu senmwvlw L000naelW lore 70.PROVIDE PROVIDE A IB'X24TE JOB IN OPENINPECG TO ALL CRAWL SPACES AS PER SECTION WOOD TRUSSES OR JOISTS TO RE CONST.SO THAT A STUD IS LOCATED AT THE BEARNG POINT OF EACH WOOD TRUSS OR JOIST. +mPmm ero.'Imel^wnmrmman,wppwwwgxpmvwe,y IAmmwmma I,-IAAL WITH OTHERBRITTL FINISHES LOADS H1140 WITH OTHER BRITTLE FINISHES R4D8A ROONYS.WHERE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE 4.ALL CONCREIEMASONM'UMI WALLS TO BE LAID UP IN RUNNNG BOND SET N W FULL MORTAR BEDDING. 10.WO STUD WALLS OR PARTITIONS EXCEEDING ID IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED EMFAIORWALLS WIND LOADS W120 ACCESS AS PER SECTION M1305,1.3 OF THE RCONYS.VENTILATE ALL CRAWL SPACES AS PER AT INTERVALS NOT EXCEEDING BVFATIGVLYWANPPP0.0VEDNANOR WITH FLEXIBLE FINISHES SECTION R4082 OF THE RCONYS:THE MINIMUM NET AREA OFVENTILAMON 0 ENINGSSHALL 5.ALL EXTERIOR BRICK AND NTFApRSTNE MASONRY VENEER MATERWS SHSLLBE IN COMPUM IM GEW ANSI NOT BE LESS THAN I SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA.ONE SUCH EATDINGCODERBOIREME7NIS M"MPRYSHAUBESWGRADEMOSETNTYPESM AP TOOLEDJOINTSAS 11 PROYDEFlRESTOPPWGA1A11 WAUS PARTIWNS,FlREPIACE9(38MVEY&PNDALLOIHERCOACEALm SPACES AS PER UNIEISSUPPORTINGMASONRY LASED VENTILATING OPENING SHALL BE WITHIN 36'OF EACH CORNER OF THE BUILDING, DIRECTENBYPACMIECi. VENEERWALLS 11.PROWDEATTICACCEBB AS PER SECTION RSOTA OFTHERCONYS:ATTIC ACCESS SECTIDVSRW23ANDRIWf.12OFTHERCONYS OPENINGS SHALL NOT BE LESS THAN 22-X W'AND SHALL BE LOCATED IN A HALLWAY OR S.FREEMCKMDMARRUELWNG,DALMAADaFERRMLMMA33GDRTEDAGQEs3MUSNAUBERRDMM _ . N/OJF PROPOSED AREAS: OTHERREADILY ACCESSIBLE LOCATION.A So'MINIMUM UNOBSTRUCTED HEADROOM IN THE AND INSTALLED NSTWCISACCONOWMW'RHTHENEWYORKSTATER W REPREVENnOKMJRDWG•AND ENERGYDES. 1Z INSULATION INALL IXIDdIXRFRRJEWALLS SHALL BEFIBERGIJSS BATTS EUVLTOTRMETERM R-1S INSUATIONIN ATTIC SPACE SHALL BE PROVIDED®SOME POINT ABOVE THEACCESS OPENING.WHERE ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TOTRADE TERM Rao.INSULATION AT LIVING SPACE ABOVE GVRABETO ••FROST ROAD ASSOCIATES LP... R301.2.2.2 MECHANICAL EQUIPMENT IS LOCATE IN THE ATTIC,PROVIDE ACCESS AS PER SECTION 7.RJRWSH AND INSTALL MASONRY Yc1ffiiMETAL TES OF APPROVED DESIGN AT THE RATE OFONE TIE FOR FACN3W ,, •, FIRST FLOOR LIVING AREA:1,847 SF BERSD.caMHo#wAusArnnAQNEvuxassa4LLMVEFIBBRGLAssMTIsova•1sATFALNSIDEA111NSUUnW NO WELLSMTHW15YOFPROPERTY WEIGHTS OF MATERIALS(PSF) UlMOL1EBIm6RTAW6 M)BG$MUSTBEACWMPAMODWTMAWANEROFUENS,SIGNEDBYALLSUBCONTMTORS SQUARE INCHES CFWALL SURFACE WITH SPACING NOTTO EXCEED 25 WCHES INHORIZONTALORVERTICALINMBNSONS. TO HAVEAMMONBwuENSURFACEEnaSEDTO HEATED SPACE SECOND FLOOR LIVING AREA:1,398 SF ND MATERIAL SUPPLIERS.IN ADDITION TO THE GENERAL CONTRACTOR. HANDRAILSSTRUCTLIRA1.EYES, 0E•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•' FRONT COVERED PORCH:122 SF USE 3.ALL STAIRS AND COMPLY WITH S:THE 1BOARDORREUNOE WORK RWRLTERSLTHC EflN11 TO RULES AND REGULATIONS OFTHENATIOM CEFRTIFlC4TE 0FPPPROVP1Mu5T ESUBMIT7EDT�OTHEWOWNDtYPRI0RT0E 1. STRUCILBiN.&TEELSHLLLBENEWAND CONFORM WIMA5LMA16. 1MAXIMUM RISER HEIGHT SHALL BE H 87/4'AND THE MINIMUM TREAD IDEPTH SE MALL EYB INCHES, 525138�n•'S7=3 ;•q�•••.•.•••••_•.•••.•••. REAR COVERED PORCH:124 SF COMBINED ROOF AND CEILING ASSEMLIES 15 PSF UNLESS OTHERWISE NOTED ON PLANS.STAIRWAYS SHALL NOT BE LESS THEN 36'INCL17AR 'I/^_40(.)/.. ... REAR PATIO:221 SF FLOOR ASSEMBLIES 10 PSF FOUL PAYMENT WIDTH AT ALL 2THE DESIGN.FMWTIW,A"DE'RECIMN OF ALL STRUCTURAL STEEL SMLL BE NACWRONNCEWITH THE LATEST HEADROOM HEIGHT.SHANDRAILS SHALL NOT PROJE ABOVE THE PERMITTED CT MORE THAN 5L HEIGHT AND B ON EITHER SIELOW THE DE OF THE �.�. L .. .�"• 6290'•'.•'.' GARAGE:278 SF EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF It ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE EDITION OF THE ASC SPECIFICATION STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THEHANDRAIL _ I FRESH WAi.. • _ INTERIOR LIGHT-FRAME WOOD WALLS tO PSF 3.SHOPAW FIELD CONNECTIONS SKLLI BEWBDED ORMACHBE BOLTEDWRH ASTM233 EN SERIES ELECTRODES AND HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5-WHERE A HANDRAIL WETLANDS - TIS HROUGOVENLRUBBISESOI'V BRtSRE3LLT0OFROMNORK 3VETO BENEPTPTM&DOMCLFAX WNOITION .. •(•••••••• 7HROVGXOIITALLRWSESOFWIXIL P30700.TSWTTHIOL%WASHIERS IS INSTALLEONONESIDEAND2T'WHEHREHANDRAILSAREPROVIDEDONBOTMSIDES. ...............•.•.�.� TOTAL LIVING AREA:3,245SF 0.PAUITRL$TEflGNESHOPCMTOFRIISTUNNBImEPAINTAND FlELDIWCHUP EYLBTFORARRASTOBEWIID®. 14.ALL CARPENTRY WORK SYWBE PERFORMED N CONFORMANCE WITH CAWTRADE FW6110E.RECOMNEH T NS OF •••�••••• ,'.90lTOti OF flSNKJ' .I 1&TREARCI07ERH49 NOT BEENFLTA2a FMCONSIROCTIONADMNSTMTDNORMANACaOg. CWORTOBECNEYUNLESSPCOATOFPM OTHERWISE ECTEDBYTHEARGFNECL MAWIFACNRERS.MiNCONFOMWXEWBHTHERCONYS.ONCLONGTHEFOUMMG •- EDGE OF WETLANDS� 17.PRO`ADEOWNERWIMALLNECEMS YCERngCATESOFMSURANCE A FASTEN SECURELY ALL PARTS OF CARPENTRY WORKER THEIR PROPER PLACE BRACERUM9.AIDLEVELAUMUSERS 5.ALL 57RUCIURALVJflOING SN/LLBEPERRDU.IEDBYACERTIFIEDWELDERINWMPWNCEW911THEAMERIGW ANDSECUREWRHSUFFDIEWNM.&PL4EZ NDBOLTSTOeiSMR1GIDM. N.GUARANTEEINWRITING ALL WORKMANSHIP AND MATEWALS FORA PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY$STANDARD QUALFICATION PROCEDURE ACCEPTANCE BY OWNER. B.PROVIDE SOLD SURFACES AT ALL COWERS AT LEAST I UV WIDE IN BOTH ERECTIONS FOR SECURING SUBROORING. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR O.ALLWALL-BEARMGBEAMSTO HAVE STANDARD ANGUSANCHDRS,ANDBEARING PLATES UNLESS OTHERWISE NOTED DRYWALL,ETC..TORM SURFACES WITHFRABBNG MEMBERSORWRH TWOOD BLOCIONGSEWRED WITHATLEASTTWO MAINTAINING JOB SITE SAFETY DURING THIS PHASE IB.THESERANS HAVEBEENPRFPARFAINCOMPLARICEVRIN THE UMMUM STANDAIOSOF20AENERGY ONDRAWWGS. SO NAILS AT EACH END. TEST HOLE DATA CONSERVATION CODE OF NEW YORK STATE AND THE 2020 ROONY8. I MOBiMEPROTECTIOk C.PROVIDE WUBIEJOISTS,THIISSE3,AND FPAOERSAi WATER QOSETDRAW BElDS AND AT ALL VENT AND MECHANICAL MCOONALD GEOSCIENCE OF WO &S SHALL COMPLY A APPLICABLE 2D.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRRIENAPPROVALFROMTHEARONnEw SHALL FEDERAL,STATE,T LOCAL REGULATIONS INCLUDING CPENNGSTAO FEETORMORE INWDTH UNIFSSOTHERINGEDRECTED BYARCHRECL txi I 3/4/24 BUT NOT LIMITED TO BUILDING CODES,OSHA BE THE RESPoNSmIUn'OFn1EGENTAL CONTRACTOR. 1.FaMT[)NWALLDMRMSUMACESMEEPROTECRD FROMBOMM OFFOOTNGTOWRHW 7TCFGRAOEWRH Qxtp a REGULATIONS.LIFESAFETYCODES,&HAZARDOUS THE APRJCATDN OF TWO TROWEL COATS OF BITUMINOUS WSTIC SEPARATED BYALAYER OF ASHALTSATURATED MESH D,TAILJOMGVERFWRFEETLONGANDIPAOERJOIUSSHALLBEHUNGINA}YAOVEDMETALSMRUPSORKANGEASAMI MATERIAL REM OVAL&DISPOSAL. 21.THECCNIRACIDRIS RESPONSIBLE FOR N07IFMG T EARD07ECT OF ANYCONDMONSWXDH WYAFFECT THE DESIGN SPA EDSECURB.YUNRESS SUPPORTED W AWALLORGRDER TOP OF BANK a¢• OR CONSTRUCTION OF THE WORK 2 ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BEA RUBBERIZED ASPHALTNTHAALLY BONDED TO -----�� ,,,, THE CONTRACTOR SHALL INDEMNIFY&HOLD PCLVERMA'MMWATUREFrS MANUFACTUNDWMUCn N&CONRANYORAIPROVFDEQUN.INSTAUATNXNR E.ALLSTUDSMaLLBEmovDEDANDSECURE)ro SUPPORTING MEMBERS NSTRICTACCORDANCEWITH IKE a _ e A'4O"TM�TAa HARMLESS THE OWNER,THE ARCHITECT,AND SUBCO22. NTRACTORS, TRACTOLAYOUT OFT AND COMPLY WITH SYSTEMS,CHAPTER RCONYS. EAPPROPRIATE COMPLDURING IYIiHMMUWEATHE AND SITE MONS TOENSMSASEXRO Y PERFORMANCE OF THEWORK. REWPEO RECOMMENDED NAILING SCHEDULE NQ.WEDINTHE CONSTRUCTION DOCUMENTS MOAS NOTED: SUBCONTRACTORS,AND SHALL COMPLY PITH CHAPTER t4 OFTHE RcoNvg. DURING INpF.MEMwFAnmNNNDsrIEWNDm0N5rOENsuRES4n5FACT0aYPERFORwwcEOF THEwoa1 d I � F. THEIR AGENTS&EMPLOYEES FROM AND AGAINST 1.SNDS NOT LESS THAN 2X07D..C.DWLEDA40UD OPENNGSAND TRRED AT CORMS. `� ^ ALL CLANS,DAMAGES,LOSSES AND EXPENSES 2&THESE CONSTRUCTION DOCUMENTS,AND ALL COPMGHTSCONTANED HEREIN,ARE THE SOLE PROPERTY OF THE 3.TERMREPROTECTIONOFAPPROVEDTYPE SHALLSE PRODDED INACCTAOPNCEWTTHSECIIONR317GF WE Rem. 4 I ARISING OUT OF OR RESULTING FROM ANY OF THE ARCHIIECTAND CANNOT BE USED FORANYOTHERMEANS I PLATESANDBLOQLINGSAME WIDTHASREDTEDSTUDSORWDER ee{{ 4.FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS 3.FRAMING TO SUITWOM OF OTHER TRADES A"3 ITEMS LISTED ABOVE. 24.ALL HABITABLEAREA9 SHALLBEVENTED AS PERSECTION R303.1 OFTHE RCONYS: AND GRAVEL STOPS INCLUDING ALL INTERSECTIONS OF RBOVES WITH VERTICAL OR SLOPING 4•PROMDETWO VA STUDS AT THE END OF HEADERS UIESS 07FERW7SE NOTED ON DRAWINGS. ��-• AGGREGATE GLAZING SHALL NOT BELESS THAN 8%OFTHE FLOORAREAS OF SUCH ROOMS SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER ROOF PENETRATIONS.MATERIALS &PROVIOESIXIDBEARING FOR RRLWNIHOF7RJ55ES,JOISTS FAFLERS,ANOGIROERS,ETC. 3 THE CONTRACTOR SHALL VERIFY ALL FI BUD THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF THE FLOOR AREA BEING FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL FLASHING AT I U CONDITIONS AND NOTIFY TH E ARCHITECT OF ANY yENTTL/L AR F.SUBRWRING SHALL BE INSTALLED WITH FACE GRAKACROSS SUPPORTS.NAIL WITH W CQVIJONNAILS G6'0.O PS.AggUME-A SOIL-BEARING CAPACITY OF1TON AS PER TABLE R401.4.10F THE RCONYS.ANY DOORS ANO WINDOWSTO BE30UNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE ALONG SUPPRTED EWESAND iPO.C.ATINTERMEDMTESUPPORTS BREAKJOHMINADUCEMCWRSES LOGTEEND I L075 m CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE UNSTABLE SOLDSUBSURFACE CONDITIONS WHICH MYAFFECT THESTABILfiYOFTHESTRUCTURE APPROVED.BLIND FLASH WITH APPROVED MATERIALSAT ALL INTERSECTING ROOF JOPRSOVERSUPPOFtTS PAID DRNENAlISR16NOR 5IDXRYBflOWSURFACE UNOEAV,WFM,WHEREMAGRED, 1 _ C RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D, JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY,AND O SMALL BE REPORTED TO THE ARCHITECT PRIORTO THE CONTINUATION OF WORK Qp BE OF SITES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FIASMNO SFNLL BESLYDANLY INSdUID. WITH INTEGRAL CURBS.UNITS TO BE AUGNEDWITH SLOPING ROOF TRUSSES. - I AGENCY FORITE ANY'ERRORS&T SHALL BE LMISSIOESSN ANY 26.FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. G.ROOF SHEATIONGSIALBELVDWRH FACEGRANATRDHTMIESTOSIMDRTS LOCATEENDJONTSWBi 1- I AGENCY FOR ANY'ERRORS80MISSIONS'ON SUPPORTSANO SGGGERJONIS PRWDE METALHQPATJO,NTSATSIDESOFPANISWHEN SPACING OFT EBIIPPORS [5 THESE DOCUMENTS. B.CAUIRAND SEALWTIN APPROM MATaM ALLJOPITS AND INTERSECne"ASREOURFDTOPROVDCAPOSITNE S¢ - K, 2 27.SMOKEDETECTORSEiLLLBE INSTALLED S PERT HE MINIMUMREINGRO ROOM, T SECTION R314 SZVO.C. � ��AyL OF THE RCONYS SMOKE ALARMS SHALL SE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH BIRRBAAGARSTPASSAGE OFYOS7UREAIDARAT ALL WOR.S,WNDOWS,AMlOn3cJROPENINCS TO THE EXTERIOR. SST y ,r SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,N EACH ADDITIONAL K FURRNGWHEFE REQUMED,TO BETRUETOUN'ENOTOVER IVO0.ANO FASTENED SEWRELYTOSUPPRMB SURFACE _ rT�t_A41IIIF IWu THE CONTRACTORIS SOLEY RESPONSIBLE FOR FINISHES: I * 3 atw Nf8i Now"rex METHODS&MEANS'OF CONSTRUCTION.THE STORY OF THEUNINHABITABLE ATTICS. BASEMENTSICEUARS,BUT NOT INCLUDING CRAWL SPACES CO uNt6mEa ANDUNINHABITABLE ATTICS. 1RIORTOSOF ALL LIATIOSFES,MOLDINGBMROWARE ETC..ARETO BE SUBMITTED TO PATEIUARCHRECTFORAPPROVPL K.ALL EDEQU TOBER S FLOOR GNPETSILVLHAVE VERONE IAYEA OF 31C FLOORINGRIAYE SHALL 0 OR ONCE LAYER � = ARCHITECT IS NOT RESPONSIBLE FOR FIELD PRDRTOINSTAWTIW, APPROVED EQUAL OVEASI1BR00R FLOORS TO BECOVEMDWRH OAK FLOOWNG ORTILESNALL RAVE ONE IAYEROF A. SUPERVISION. 2288..�B�UII�L TDIIN�GG SSTER�UT1CpTNURRAALL�M�AT7EHRIIALLS OR ASSEMBLIES SUBJECTTO DETERIORATION SHALL 3V'PLYW000 SUBRWR - 79.THE INTENTOF THECON7itAClDWUFMEN7515 TB INCLUDE ITEVS FORTHE PROPER WMPLEnONOFTHEWORLC ANY 20RWULL CONSTRUCTION SMALL BEN ACCORDANCE NTH US GYPSUM W.INSTRUCTIONS.JONTS SMALL BE TAPED OV5510.41NTHEOESQIPTDNWESNOTREIIEVETHEWN7PALTOROFDEUVFROPERCOMPIMONOFTHEW AND SPACIDED0 COATS)READY TO PARR.ALL CORNERS AND EXPOSED EWES SHALL HAVE APPROVED METAL READS IS.ALL LUMBER DELIVERED AND STORED AT PROJECT STE SKALL BE PROTECTED MOM THE WEATHER WEIR TARPAUUN SPACA.EDSMOOTH ORHEAVYGWGEPLLSTIC.ALLW000MATFAWSMLLSESTOG(4FILEDCN WOOD WNMGEINARBATIVRYFIAT, ACWRDANCEWTHACCEPTEDPMCTICE 3. DRYAREA.THE SAEPROIECTIONSWlliBEPRONWOURINGSIPPPODORINSTNUTIOR - DRAINAGE CALCULATION FOR DRYWELL#1(ROOF DRAINAGE) 30 THEOWNEAANDAROCrECTRAVEIKEA1RWMTOREJECTWINWTMTWESNOTWIffORMTOTHEWUWNGS MCERNLWNISANOA1.MRGYPSUUB=ANDALLRAI.00MYKMWAUS(NGSM1NiEDORWLESi PU RED) ROOFARFA=1,377SFx 100%RUN-OFFCOEF.x0.17'Y RAINFALL)--235 CF AxocELUJERBOARREceALLED PSIJMeoAROANDAUMTIwWMvuusoacEMNGsroREwrvETLESWL - ( ) f iHECOMPACTORSNALLCORRECTULIWMILREJELTEDATNOPDNTDNAICOST. HAVEWDNOERIiOARDDSTALLID. 1 8'-0'DIA POOL=42.26 OF PER FOOT OF HEIGHT. 31.THEC%MC70RGOBUGITEDMCDWETEALLREMSASDMCMWNTHERK-L EVISEDPUNCHWTATTM NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 235 CF 142.24 CF/F7=6 LF OF POOLS REQ'D. aosEa��THEca�TRU�oK 4.PROVDEBTTIFEXGYPSIIMBOAMNG4RAGEWCE GANDWAIISMWWAINW&HMFIREMTNG. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER EFFECTIVE POCLDEPTH=6'-D'DEEP xIPOOIS-6.0'LF(SOX 6WDEEP) PROMS SAME ONMECRaIaL ROOM WALLS AND OEMG AND ON ALL SHAFT WAU.S. CONSTRUCTION IN RESIDENTIAL STRUCTURES. 32 THEARCHITECTSHALL NOT BE RWIrt ESPONSIBLE FOR THE PERFORMANCE OF THE WORKOF THE GENIAL CONTRACTOR PLUMBING., DRAINAGE CALCULATION FOR DRYWELL#2(ROOF DRAINAGE) OR SUBCONTRACTORS NOR SHALLNDsxEGJARANTEETHEPERFORMANCEOFTHEIRCONTRACTS. (IN ACCORDANCE WITH TITLE i9 NYCRR PART 1265) 2.9 12.13' ROOF AREA=1.252 SF 100%(RUN-OFF COEF.)x 0.17'(2'RAINFALL)=213 CF I.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES.DRAINS,PIPING,VALVES,VENT LIVES,TRAPS,ETC..FGR COMPLETE UI PATIO B'-0'DIA.POOL=42.24 CF PER FOOT OF HEIGHT. 33.IFAWOONiMCTORORSUMTMCTOROBIEMMTHECHARAOTFAOFTHEDEMBSHESHnLLNOMTHE INSTALLATION ( . SIGNS IDENTIFYINGTHE EXISTENCEOF TRUSS CONSTRUCTION SHALL FLD DIN 213 CF/422 E•4 CFIFT-5 UP OF POOLS RD. ARCHITECT PRIOR TO CONTINUATION OF THE WORK CONSISTS OF A CIRCLE 9-IN DIAMETER,WITH A STROKE WIDTH OF I/2'1 THE BE NOTICE THAT THE O oG e'0X 5' EFFECTIVE POOL DEPTH=5'-0`DEEP x I POOL=5.O'LF(8'Ox 5'-O'DEEP) 2 INSTALL OWNERSELEGTEDPLUADWGFIXNRES NDFITTING PEROMWING INSTRUCTION. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR-THE CIRCLE PLEA 1 34.BASEMENTS WITH HABITABLE SPACES EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE (NECK ALL THATAPPLY): O PROPOSED OPERABLE EMERGENCY ESCAPE A RESCUE OPENING AS PER SECTION R310 OF THE ROONYS: 3.INSUATEALL WATER PIPING. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO N 2STORY ENERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE ASILL HEIGHT OF NOT MORE IRAN"'ABOVE PANTONE MATCHING SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY NEW RESIDENTIAL M -1 FRAME& THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. 4.ALL MU6BINGWOD(SHALL COMRYWITH CHAPTER 25 OF THE RCONYS APPLIED TO A DOOR OR SIDELIGHT,ITMAY BE A PERMANENT NON-FADING ®STRUCTURE Z IGARAGE N p STICKER OR DECAL.SIGNS NOT DIRECTLY APPLIED TO DOORS OR 16.5' WELLING 18.5' N ROOF 35.PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS 5.PROVIDE=MCESS4VYKQCGMS,DPAMMJOWTS,MRAPSETC.JOPROVDECOMREIEM79UTIM SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT ❑ADDRIONTOEX NG ELEV.24 M AREA#2 DEFINED UNDER SECTION R308A OF THE RCONYS:ALL GLASS LESS THAN I8'ABOVE THE FLOOR SHALL MATERIAL, RESIDENTIAL STRUCTURE �A 1,252 SF BE TEMPERED. &ALLWORK SHALL BE DONE LNACWRQAVCE WIN ALL LOCALAITTIMPUTiES HAVING NRISNCTINANOWRHTNE THE CONSTRUCTION TYPE FREHABILRATION TO EXISTING NEW YOMSTATE DEPARTMENT OF HEALTH THE CONTRACTORSHALL OBTAIN ALL NECESSARY PERMITS. DESIGNATION SHALL BE 36.INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH S'DA. 'I','II','111',9V'ORN'TO ❑RESIDENTIAL STRUCTURE -Z CHAPTER 13 OF THE RCONYS. HEATINGANDCOOIING REFLECTIVE INDICATE THE CONSTRUCTION b i PROVIDE FORCEDHOTWATER BASEBOND HEATNGSYSTDA DESIGNED BYMECHAMCAL CONTRACTOR RED PANTONE CLASSITURE UNDER THE �. SOX 37.FlREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL (PMS)#187 STRUCTURE UNDER SECTION TO BE CONSTRUCTED OR ,� P¢rry Leo r 8'Ox B' ARREA#1 AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES ANO BETVVEENATOP BO20F THE BDNY6. KAZEI,ARCHITECTURE STORYAND THE ROOF SPACE AS PER SECTION R602.8OF THE RCONYB.MASONRY CHIMNEYS AND 2 ALL XEAHNG LCOOLINGEWIP6IENT SHALL COMPLYWTTHCHAPTER I/OF THE RCON/S- V PERFORMED AT THE SUBJECT O v+ 1,377 SF FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE RCONYS. LECTIVE PROPERTY REFERENCED S LWRDNATEWRHOWNERRIENUMBEROFZONESPNOLOCATIONS OFTHEPM0.5TATS '�' CD W1I7E TO THE LOWER RIGHT WILL N ,\ I ^'swat o ry _ 38.GARAGE RE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS:OPENINGS H' rR 1Q'gTROKg UTIUZE(CHECK EACH ` T BETWEENTHE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR 4THE CONTRACTOR ALLNECESSARI'PEM1R5. APPLICABLE LINE): 1 5 HOLE 33 2Windemere COlifre P.O.Box 169,Speoak,NY 11972 ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE.DUCTS IN THE GARAGE AND DUCTS PENETRATING SIGNS IDENTIFYINGTHE N 2szr DI Phone:631-8742925 Fax:631-874-7377 EIECTIRYil' TRUSS TYPE �- ¢� v p THE WADS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE$HALL BE CONSTWCTED OF EXISTUWCE OF TRUSS -�--- keri�)cazelaLchilecfs.com 1.ALL AND LIGHTING COWLYWHNCMPIB3U CFTEE RCONYSAND THEN/SB,ERGYCODE. TRUSS A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL RAVE NO OPENINGS INTO THE GARAGE.WHERE DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL .' REGULATIONS GAIN OF THE NEW YORX STATE ENERGY ODE f�,��W; -RE WHERE OR ITS COMPONENTS THAT ARE OFTRUSS CONSISTS OF A CIRCLE 6*IN ENGINEERED WOOD A IC HE PARTITION ASSEMBLY HALLHAVEA 4 FIRE-RESISTANCERATNO.WHERE 2p0'XERANDUGDNGOISTWBUTIONSYSTEMSTOCOI,PLYWITMNECA1HEMnONALB6ll810FFIREUNOERWR1fER5, TYPE CONSTRUCTION OIAMETER,WITHASTROKE ® - Proposed Home for: CONSTRUCTION(PIN) NO" Ab PIEM&WORSH&0't%&GARAGE FROM THE RESIDENCE OF ITS ATTIC, NDALLSTATENDLOCALSTDONDS. WIDTH OF I/2'.THE SIGN 2340 E' AREA=26,361 SQ.FT. S�,y�3T�Ryp��pry,SM{6y6� �3 �/f;L{N�RIF z�gCKTYPE'X'GYPSUMBOARO. 'F FLOOR FRAMING,INCLUDING w 75.ST DJ Custom Homes LEFnNG'3'07"RbRIYdNYAI"SEdR�L'[4A7TS �EIQ:EPT BACKGROUND SHALL BE ❑TIMBER CONSTRUCTION(TC) 0.6ACRES WHERETHE RESIDENCE IS 3COMRACTOR.RERESPONSIBLE FOR WORONATMG ELECTRICAL LOCATION WITH UTILITY COMPANY. GIRDERS AND BEAMS o` BE PROTECTED BY VERTICAL SEPARATIONS. THE OICCTIVEWHITE IN COLOR. $CTM#:1000-56-2-14 265 Arshamom ue Avenue 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR WSPECnOVANDAPPROJALOFWRWG,MSTALIATIW OF FIXTURES 'R' ROOF FRAMING THE SHALL BE ANDEFL CONTENTS ❑NONE ARSyAMQ MB�WAT�MxiREET Southold, I.CLEALANOGRADESITETOELEVATION53HOwNINTREE OYEDGATEDTTE . AND EWFMENT,AND FOR MAL ACCEPTANCE OF THE ELECTRICAL RETAIATIN BY THE LOCAL ELECTMCAL NSPECTORS. COLOR,CONFORMINERED LN MAQU�c Townof York 11971 'FIT'FLOOR AND ROOF FRAMING COLOR,CONFORMING TO A t/ENU REFERENCED TO 2LOGEPROTETED BYWHIGHHETHERCER12-AWAY FROMGHETREERUNKFSMLLH VOFTR.REIAWEER. &WNmnGr0N SM1LPRw1DEALLUGHTWGFLCNRES,LIME$$OnERW5E N0TEDT08EPRGWDEDBYW,7NER PANTONEMATCHING SYSTEM IN THE FOLLOWING LOCATON(S) E REFERENCED TO Town of Southold SHALL BE PROTECTED BYA4T HDHBAAGBRSET ITAWAYFROMTHETIEETRNW FOR EACH I'OFTIEEDMLIE7FA, (STALLED N STRCTACCOROANCEM11THE MANUFACTURERS INSTRUCTIONS NAVD'B8 SUBIECTIOFlELDPD.IOSTMPN.STORAGEOFCWSTFWCTIONMATEAW.WDONBARNERW EEPROHRRM THERE DIRECTLY APPLIED ASI DOOR (CHECKALL APPLICABLE): County Of Suffolk SCULL BE NO MEL STORAGE INVI018TY OF TREE VENTERS. 6.PROVDEALLMI EIS,SWITCHES•DM MM ROUGIING•WOE,JUNC77ON BOXES•ETC-TO PROIDEOMUM DIRECTLY APPLIED TO A DOOR NO WELLS WDHIN iSp CFP OR SIDELIGHT,IT MAY BE FLOOR FRAMING, RGPFJRry PLOT PLAN INFORMATION OBTAINED SCTM#:MOOD-56-2-14 FEMA:X 3.EX(AVATEFORFOOTPIGST046MMUNDEPTMDHMONDRAWNM.ENCOWMREDSMTOBEUNOI$NRBES,MN INSTALLATION. PERMANENT NON-FADING ®INCLUDING GIRDERS AAA FROMABURVEY PREPARED BY 50&WITH AN ALLOWABLE BEARMG CAPACITY OF WTLESS TIUNONE RJN PER SQUARE FOOT. 7.ALL INTERIM WRESMLLRUN CONCEALED AND ALL EXTENORWIRE SHALLBERUNNCONWR. STICKER OR DECAL SIGNS NOT AND BEAMS(F) PLOT PLAN DONALDJ.MERGOR P'}� ((��ll DIRECTLY APPLIED TO DOORS DATED:PECON FEBRARYS.,P.C. COWL S�VV� 4.STEP FININGS,WHERE EIEVATIONCHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN W DRAWINGS OR B.OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE OUTLETS IT AFFWD SWITCHES 4T AM. ❑ROOF FRAMING(R) DATED:FEBRUARY S.2024 WHERE ENCOUNTERED SOIL OR FIELD GRACE CONDITIONS REQUIRE DANGER IN FOOTING ELEVATIONS. STURDY, DELIGHTSSHALL BE OF SCALE: 1°=30'-0" &IPBELPANEI BOPRDOFALLCRWITS. WEATHER RESISTANT ROOR FFRAMI NG FRAMING S.CONTPACR7RMAYBACKF0I AGAINST FOUNDATION WALLS 0MYAFlERSEVEN DAYS OF CONCRETE WMTIME UNNG WEATHER RESISTANT ❑ROOF FRAMING(FIT) Date:April 16,2024 RIPER CONSTRUCTION METHODS,MATERIAL AND EQUIPMENT TO AVOID DAMAGETO THEWALLSAND MEMBRANE 10.COORDINATE WITH ALL OTHERTAPDFS FOR LOCATIONS OF STRUCTUPILWORK PFNG ETC-TOAVOID CONFLICT. MATERIAL. WATERPROOFING ADEOUATELYBRACEWAILSPRORR)&1GPILL ❑ 1L COORDINATE WIONDOCUMERYPDINTKINAL ELECTRICAL WOR1(1MT MAY BE REQWRFDTMTIS NOTMCLUOEO NONE ,1,, ♦ ,1 B.REMOJE IOPgOLMD OTHERSIIRFPLENA7HRVJ.NPFEPAMTDN FORPOURW'G CONQLRESIAB.NTF7IIXtSUBS ON INTXECONSIRWWNOOGIMENTS _ _ - Scale:AS riOtCd NO IES: R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION TYPICAL SIDING WALL TO BE PRESSURE PRESERVATIVELY TREATED. WALLSTRUCTURE R317.3.1 FASTENERS.FASTENERS FOR PRESSURE 11'TIMBERSTRAND PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD LSL RIM BOARD 40'-0'OVERALL SHALL BE OF HOT-DIPPED GALVANIZED STEEL, PROVIDE ALUM FLASHING STAINLESS STEEL,SILICON BRONZE OR COPPER. BETWEEN WOOD STRUCTURE AND CONCRETE FILL&TAMP FOR 5-1 EXCEPTION:ONE-HALF-INCH DIAMETER OR 4•P.C.SLAB WITH A6 GREATER STEEL BOLTS. MASONRY TERRACE OVER BLUESTONE CAP STRUCTURAL POLY BASE ABOVE —_-------�' ------- --- -------- — — ------- ----------� 4'P.C.SLAB WITH m ALL NEW POURED CONCRETE FOUNDATION WALLS,AND I "_ " - ''� `' 12" POOTINGSTO HAVEq MINIMUM COMPRESSIVE STRENGTH 6x6,8/B W.W.M. ----- ------ ---- -------- -- -------- --------- I SYMBOL LEGEND FLOOR JOISTS OVER 6 MIL.POLY. I r OF3,500 PSI AND SHALL BE AIR ENTRAINED.TOTAL AIR �� - OR BARRIER I 18' 38'A' CONTENT(PERCEI rr BY VOLUME OF CONCRETE)SHALL OVER 6'CRUSHED NOT BE LESS THAN 5 PERCENT OR MORE THAN -— N EARTH COMPACTED GRAVEL I I to 2'STAB SEAT PROVID I I 7 PERCENT AS PER TABLE R402.2 OSM F THE RCONYS. •'. iF t3'-4]]' - 11'- (3,SOOPSICONC.MIN. m { B. 2 SELF ADHERING PVC"iT-4- ,, I 8' WITH5%T07%AIR 24'z&'BUTTRESS FLASHING MEMBRANE ,y I I 9 POURED CONCRETE ENTRAINMENT) I I BETWEEN WOOD ANDC. I z. „` OR 8"CMU BLOCK 518'DIA STEEL ANCHOR ' 7SLAB #4 RE8AR DOWELSQ 48'O.C. I �, ONCRETE(rYP)R401AL OTECHNICALEVALUA710N. BOLTS MAX 3T O.C. •• gEAT AT 2•SLAB SEAT I I I NIN LIEU OF ACOMPLETE GEOTECHNICAL EVALUATION, _____J L FI I EXISTING STUD WALL WITHIN IT FROM 2-2x 6 P.T.SILL PLATES OVER ITO REMAIN BE ASSUMED, ING VALUES IN7ABLE R401.4.1 SHALL ENDSOF EACH SILL TERMITE SHIELD AND SILL SEAL , IBE ASSUMED. PLATE PIECE.EXTEND • IN EXISTING STUD WALL BOLTSMINT INTOFND r--:-----�TABLE R401 Al PRESUMPTIVE LOAD-BEARING I0 L__ _ ________J I TO BE REMOVED VALUES OF FOUNDATION MATERIALS &SECURE TO SILL W/ TYPICAL SLAB W, {._ I (R-11)DRAPE BA rr NEW 2x 4 OR 2x 6 3°SQUARE WASHER AND ~' I ° P =1. I •BILCO'STAKWEL STUD WALL 16"O.C. CLASS OF MATERAL TIGHTENED NUTTO e I INSULATION O R "2 I 0 LOAD-BEARING PRESSURE (PST) TADH BDLT. SEAT DETAIL C^` I EXPOSED FOU DATION @ EGRESS WINDOW I WALLS 3D� m Io,y I WELL 5 MODULES JOISTS SAND,SILTY SAND,CLAYEY SAND, SCALE: V=V-0" I r 11'-1' "1 w tP-7' 18• WITHSTKWL•C EGRESS ��T("'b'�� JOISTS ABOVE SILTY GRAVEL AND CLAYEY GRAVEL 2,000 •BILCO'STAKWEL T$'¢ 6'WIDEx4'DEEPx WINDOW WELL COVER (SW,SP,SM.SC,GM AND GC) EGRESS WINDOW I ,;,.U' •HIGH BEAM POCKEI 45 SEE DETAIL THIS SHEET 6 WELLS MODULES 5! WRAP GIRDER ENDS I �--� SECTION/DETAIL WITH STKWL-C EGRESS I =I_, WITH ICE&WEATHER r ; WINDOW WELL COVER I SHIELD.PROVIDE SLAT I 8.1 SEE DETAIL THIS SHEET '`qy O I I I I NLY SHIMS IF REgUi D i i I I OA O� --� BUILDING SECTION 3-2z 10 HEADER I I L__J L_I_J I I —�I— WINDOW 11 TJI 210 FLOOR 3-2x 10 HEADER OVER 'BILCO'STAKWEL I 3 b A-- WI � I WINDOWPROVIDEHEADER = __= ELEMENTS ABOVE EGRESSWINDOW I O w I POCKETS IN CONCRETE WELL 5 MODULES 3.2x 10 HEADER OVER y • 8• 11'-1' ow 1 8'-0' T-0' 11'-T - 18' EACH SIDE WITH STKWL-C EGRESS WINDOW PROVIDE HEADER —NDOW WELL COVER POCKETS IN CONCRETE IB �,__, > I — GIRDER/HEADER ABOVE ALL SIDES OF WINDOW EACH SIDE i l rx Ili- FLUSH I _ I _ I`r'-' WELLTOBE4'MIN ' 5• I I , I ■ POST DOWN ABOVE FINAL GRADE. 1 L -_J I I I INTERCONNECTED COMBINATION SLOPE GRADEAWAY 'C. - ''+" I I I FROM WINDOW WELL, I ---- --- CO UMN T'OU DEERS�EY L_I_J 24'ze'OPOF SS —I I r DROP TOP OF I+ rx�SD SMOKE AND CARBONMONOXIDE `� I DROP TOPOF WALL r-CO DEFECTORS AS PER R3140F THE OF FLUSH LVL N 30'x 301 T-1 I-CLG.HT. ; I DOWN 18' IRCONYS AND 915 OF THE IFCONYS rS I I WALL DOWN 14' I 1S DEEP POU ED UNFINISHED O3 K L 2x 12 P.T.WOOD =1 I F1 L�9 I I FROM TOP I CONCRETE F TINGS w WINDOW BUCK d O Y q O I OF WALL I WITH 3-#5 RE-AR E.W. BASEMENT �.� CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL SIDES(TYP) _ i ^ I I I y 4'P.C.SLAB 1 V, r- MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE EGRESS WINDOW.SEE T` I I I oS$ I FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING WINDOW SCHEDULE. DTI I 1g• 1a-10' 1 8• 15'-T 11'-7' 8' I2'-0' BUT NOT LIMITED TO BUILDING CODES,OSHA j'CLEAN FREE DRAINING - ..1 REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS GRAVEL AT LEAST 1Y ALL I I GARAGE - - ' ' II d MATERIAL REMOVAL&DISPOSAL. SIDES FILL TO DEPTH I SLAB " OF FOUNDATION FOOTNG. I I 4'P.C.SLAB I � THE CONTRACTOR SHALL INDEMNI FY&HOLD I O I�I I-III I�I I I (3,500 PSI CONC.MIN. I ill"TJI 210 FLOOR I I I 4 HARMLESS THE OWNER THE ARCHITECT,AND EGRESS WIND01l1� 111—II— I-111-1 I I WITH 5%TO 7%AIR I I THEALLCIAGENT98 EMPLOYEES FROM AND AGAINST •-1II�II�II�I ENTRAINMENT) •'4m 2-FLOOR JOISTS I ARISING OUTOF RRESULTING FROM ANYMS.DAMAGES,LOSSES AND OF SETHE WELL DETAIL i i �o--� UNDERWALLABOVE iO •' I ITEMS LISTED ABOVE. 2-11'x 11'LVL FLUSH _ SCALE: 1/4"=1'-O' I / I I - - -- --� �¢ I q 4 THE CONTRACTOR SHALL VERIFY ALL FIELD w o 4'DIA STEEL LALLY COLUMN ON 30 3D'.15'DEEP POURED CONDITIONS AND NOTIFY THE ARCHITECT OF ANY I d, CONC TE FOOTINGS WITH I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE -t1 so 5 -B O I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I SIMPSON HUS412 a, FACE MOUNT 1 3AR E.W. CEILING NOTE: O HANGER I PROWDEl'GYPSUM WALLBOARD THE ARCHITECT SHALL BE HELD HARMLESS BY ANY _ I MEMBRANETOTHE UNDERSIDE OF AGENCY FOR ANY•ERRORS&OMISSIONS'ON I I y0 I 2-1'l k 11I'LVL FLUSH I I THE FLOOR FRAMING MEMBER AS THESE DOCUMENTS. r &2z 6 OW HEADERS I PER SECT.R302.13 OF THE RCONYS I I w I t __1 ANCH RED TO 4x 4 I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR IB' 1a-10' I 8' 15-T i1 POST 11 T 8' - I7-0 •METHODS&MEANS'OF CONSTRUCTION.THE 24'x 8•BUTTRESS ARCHITECT IS NOT RESPONSIBLE FOR FIELD I I I DOWN 18'11'TJI(210)FLOOR _- 414 P TS ANCHORED TO I DROP TOP OF WALL SUPERVISION. DROP TOP OF JOISTS jrO.C. SLAB TH SIMPSON RPSZ I I I SIMPSON I A: DOWN ♦•----I�w POST ASEAND SIMPSON FROM lo WALL�OP�14• I FACE MOUNT HANGAR H IF___.��,9a BC4 POST CAP L I I OF WALL IL------J I STAIRWAY& m 11'TJI 210 FLOOR L____-__-- _-, HANDRAIL A9 PER ,Sel r- --I . . SECTION R311.78 1 1 I I RCONVS FTHE {: I I 2-FLOOR JOISTS 8, 3�_ J UNDER WALL ABOVE e'A'M.O. 'E' Iz_T I ST aE "1 8• 2'-0' 3 6'WIDEz4'DEEPx I ' LCQ.STAKWEL 1 3:1 11I_L,L FLUSH UP EGRESS WINDOW 4 w 61'HIGH BEAM POCKET. I WELL 5 MODULES b i —_ 4 •g 9a WRAP GIRDER ENDS I WITH STKWL-C EGRESS I e < SD h WITH ICE&WEATHER I WINDOW WELLCOVER YT SHIELD. DE SLATE SEE DETAIL THIS SHEET •I 0 11 TJI 210 FLOOR =CO A ONLY SHIMSPROV IF . _ REQUIRED 1 `4 I 1, 1 I I FILL&TAMP FOR I .r---- - -------- ----1 (R-11)DRAPED GATT a•P.C.SLAB WITH T SLAB SEAT PROVIDEI INSULATION OVER BLUESTONE CAP I -SELF ADHERINGERINBRAN EXPOSED FOUNDATION I 3-2x 10 OHEADER OVER KAZEL ARCHITECTURE ABOVE 4 (;� i FLASHING MEMBRANE I 5 q WALLS I WINDOW PROVIDE HEADER F I BETWEEN WOOD AND f I POCKETS IN CONCRETE Ig- D CONCRETE(TYP) I I EACH SIDE 101-01 I.. I ts'-r eo I to• 11'-3' 6• 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 L_____— ____J q I Phone:631-874-2925 Fax:631-874-7377 I ----- T I kcri@kazelarchitects.com L-------- -- 7 __ ', J g Proposed Home for: e•P.C.CHEEKWALLS -- --- FOUNDATION WALL: D7 Custom Homes SLOPE DOWN 10•FOR 8'POURED CONCRETE FOUNDATION EACH STEP WALL ON 16'a 8'P.C.FOOTING WITH 265 Arshamomaque Avenue Si AS 2.4 KEY-WAY AND WATER-STOP .Southold,New York 11971 1, V32' 1. WITH 2-95 RE-BAR IN BOTT.AS PER Town of Southold TABLE R403.1(1)OF THE RCONYS. 8'-101' 0'-5• PROVIDE WATERPROOFING AS PER County of Suffolk '2 SECTION R4062 OF THE RCONYS. 1a-0• 1r-5• 2'�' g•.c 7•�z• SCTM#:1000-56-2-14 FEMA:X 40'-D'OVERALL Foundation Plan FOUNDATION PLAN Date:April 16,2024 SCALE: 114"=1'-0" Scale:As noted A2 TABLE R302.8 NO I t5: DWELLING-GARAGE SEPARATION R302.5 GS ANDGNETRATOPENINGANDPENETRATIONPROTECTION. 40'-G'OVERALL SEPARATION MATERIAL OPENINGS GARAGE SHALL BE I THROUGH NCE WITHSEC IONSCEILINGS SEPARATING THE .5.3.DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R3025.1 THROUGH R302.5.3. FROM THE RESIDENCE AND ATTICS NOT LESS THAN}-INCH GYPSUM 10k 1G'PLAIN SQUARE,PERMA-CAST, BOARD OR EQUIVALENT APPLIED R302.51 OPENING PROTECTION. 28'-1' IV-3- LOAD BEARING COLUMNS(18,000#) TO THE GARAGE SIDE OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES WITH COLUMN-LOC BY'HBBG'OR SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUAL WITH CAP$BASE(TYPICAL) EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES(35 MM)IN THICKNESS, FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN}INCH TYPE SOUR OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES(35 MM)THICK 3-2x 12 HEADER WITH GYPSUM BOARD OR EQUIVALENT OR 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A SELF-CLOSING OR AUTOMATIGCLGSINO DEVICE S-1 2.2X 6 PLATE SET PLATE STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN}INCH GYPSUM AB HEIGHT @T-2}'ABOVE ASSEMBLIES USED FOR SEPARATION REQUIRED BOARD OR EQUIVALENT R302.5.2 DUCT PENETRATION. SUB-FLOOR.PACK-OUT DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE BY THIS SECTION. DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE MM) TO COLUMN WIDTH. E . SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. GARAGES LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN}INCH GYPSUM --=-- --JO- ---- --- YMBOL LE EN BOARD IN EQUIVALENT APPLIED R302PENS 3OTHER PENETRATIONS. DWELLING UNIT ON THE SAME LOT. TO THE INTERIOR BIDE OF EXTERIOR PENETRATIONS THROUGH THESEPARATON REQUIRED IN SECTION R302.8 SHALL BE PROTECTED P TIO I I 2x850 IT JOTS � � WALLS THAT ARE WITHIN THIS AREA AS REQUIRED BY SECTION R302.11,ITEM 4. (LUE TONE) 4 I 1 I I EARTH R302ADW'ELLING-GARAGE FIRE SEPARATION. •4 - I I -2 , THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE v WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL 1 1 I 51 6'-32• I F § POURED CONCRETE GARAGE FIRE SEPARATION WALL NOT APPLYITH TABLE R702.3.5.THE O GARAGE WALLS THAT)RE PERPALL ENDICULAR PROVISIONS THE ADJACENT��6 SHALL 7•-3' - OR 8°CMU BLOCK C R302.6 OF THE RCONYS DWELLING UNIT WALL ° G H RC I I EXISTING STUD WALL PROVIDE ONE LAYEROF 5/8'THICK ' ' I I BLU STO E) i i TO REMAIN TYPE'X'GWB ON THE GARAGE SIDE OF THE WALL AND PROVIDE ONE I 3-1}k 14'LVL HEADER '4v EXISTING STUD WALL LAYER OF 1Y2•THICKTYPE'X'GWB HOUSE SIDE GARAGE SIDE I 2x 6 CEILING JOISTS iY I ' TO BE REMOVED ON THE HOUSE SIDE.APPLICATION iR'TYPE'X° 5/8'TYPE'X' i @ 16'O.C.WITH SIMPSON tr SHALL BE IN ACCORDANCEWITH I I LUS28 FACE MOUNT m ��11. o NEW 2x 4 OR 2X 6 SECTION R702.3(TYPICAL ALL WALLS 2 i9.L 28411- JOIST HANGERS AT T 11'"2 2• A STUD WALL @ 16"O.C. THAT SEPARATE GARAGE AND HOUSE) 5], 3.1}°x Ilk LVL g•-I•CLG.HT. 2-3j°x Ilk LVL5-1l2'BAIT INSUL. I LVL HEADER ]]11 2 214° FLUSH HDR GREAT ROOM LOW HEADER �� JOISTS ABOVE I UNDER WALL 2-31k 111'LVL 2x 6 STUD WALL ABOVE I FLUSH HEADER i @76-O.C. - --_� r— _______ 9'-1'CLG.HT. 36'WIDE GAS -TI I DINING pg SECTION/DETAIL DIRECT VENT _ _J _ _L ___-J - - L___ I, FIREPLACE ----- ----- ------------------- --r- - I AREA s-1 BUILDING SECTION 3-1}•x 11}•LVL FLUSH HOER " I ,., I ''$v UNDER WALL ABOVE p Ilk (210) j - SIMPSON HGLTV5.37 H=11.875 j FLOOR 0ISTS I i TOP FLANGE GIRDER HANGER I I 11}'TJI(210) �T- WINDOW a bD.C. I I `OPEN TO i I FLOO6 JOO.C. 1 I ABOVE-,.--, 2• q I 1 D -__-- ELEMENTS ABOVE SIMPSON Z-G BUILT-IN WffH HW'P7.12 H=11.875 ; ; 2.3}°x 11i'LVL • —-— GIRDER/HEADER ABOVE I 7T' TOP FLANGE I I LOW HEADER i To HUNG CABINETS GIRDER HANGER �____________� R ------------- --------------------- ■ POST DOWN -----------N------ I INTERCONNECTED COMBINATION SD SMOKE AND CARBONMONOXIDE 'Im`v_______ ISLAND _1_ A v+CO DETECTORS AS PER R3140F THE 11}•TJI(21D) jr - I IRCONYS AND 915 OF THE IFCONYS FLOOR JOISTS I 11'TJI 210 CANTILEVERED I y @ 16.O.C. 9'-i'CLG.H. DWiTOR I 1• I 1 LEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFL BE OETY DURING THIS PHASE 3 11-4 z• ; .1.PANT Yg.-3, 19'Z• s2•I SEE GARAGE FIRE I I OF WORKS SHALL COMPLY WITH ALL APPLICABLE SEPARATION ALL I 8 § 9'-1'CLG.HT. FEDERAL,STATE,$LOCAL REGULATIONS INCLUDING DETAIL THIS HEET. I 6'-g. 32° 2'q- 3'-r q- m KITCHEN 15'-0' S 5}'I BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,$HAZARDOUS 1 C- MATERIAL REMOVAL$DISPOSAL. I 3-1}k 11 1'LVL FLUSH ` _ 3-1}k 111'LVL FLUSH _ i w o I B.I. I J THE CONTRACTOR SHALL INDEMNIFY$HOLD GARAGE ® ® HARMLESS THE OWNER,THE ARCHITECT.AND , --------- --------J t'TYPE'X'GYP.BD.ON Iv NCO REF ® ® c THEIRAGENTS$EMPLOYEES FROM AND AGAINST WALLS$CLG.AS PER BENCH W/ _ _ ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES SECTION R302.5 OF THE HOOKS ARISING OUT OF OR RESULTING FROM ANY OF THE RCONYS 9'-1°CLG.HT.w ` ITEMS LISTED ABOVE. ' H LAUN.RM. a9• 1•-0• �z'3•-7• 2 5'-1' 3• 2 "2� THE CONTRACTOR SHALL VERIFY ALL FIELD m� CONDLTIONS AND NOTIFY THE ARCHITECT OF ANY W O 11}•TJI(210) O O LAVm 9'-1'CLG.H 11}' JI(210) CONDRIONS NOT ASSUMED HE SHALL TAKE AND BE FLOOR ISTS WALK-1 FLOG JOISTS RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. VENT DRYER TO 76 02.1}k 11}' O EF CLOSET 15 1'O.C. OUTSIDE AIR LVL FLUSH 2-1}k 11}' THE ARCHITECT SHALL BE HELD HARMLESS BY ANY HDR LVL FLUSH AGENCY FORANY'ERRORS 80MISSIONS'ON IL r THESE DOCUMENTS. L__-__ J I D W s 2-Z(I 2x6CEIUNG 2-1}°x 111°LVL I HDR ` THE CONTRACTORIS SOLEY RESPONSIBLE FOR JOISTS @ 16'O.C. FLUSH HEADER I Y L91. 'METHODS$MEANS'OF CONSTRUCTION.THE WITH SIMPSON 1 UNDER WALL 1- I ��11 CLOSET 1. g EF ARCHfTECT IS NOT RESPONSIBLE FOR FIELD LUS26 FACE MOUNT 2° ABOVE 11'-22 'Y '-1'JOIST HANG SUPERVISION. LVL HEADERERSAT rJ 11 PRI ARY 11'TJI210' B H RO M ZA _ OPEN TO a FLOORJOISTS ABOVE] SIMPSON STRONG WALL HEADER I @ 18'O.C. IYw SD ITT SD/ - �]•TEMPERED FRAME-LESS' SSW12x8 EACH SIDE OF O L "CO v�CO 13 GLASS DOOR AND PANELS GARAGE DOOR OPENING �L1 WITH TILE WALLS. SEE DETAILS ON SHEET D4 Tn -0' 1'-6, S•1PZ' 2'3 Z' 3,-7• 2 11'-8'i eJE - O w 2.1}'x Ilk LVL IA CLG.HT. q I,{•` UPSET HDR.SET I 0 9 BEDROOM 10 T eon.@ 12'-sy o /OFFICE L-=-- - =- ABOVE SUBFLOORI fo'-0' '� 9'9' 1 2-_T•1' r 3�Y 11'S•I IVAULTE OI ICLG. 2x101""CO i IFOY RHEADE �I'1 SLOPED CEILING V-4-I C LIED LG. LIIZATC"`PLATE S IGH KAZEL ARCHITECTURE PLATE H IGA F I AORC M IST FLOOR S NE) 10 H EIR S2 WindemereCOUrt,P.O.Box 169,S1leonk,NY 11972 -- ------ ----- Te'-9' BO 9 Phone631-874-2925 Fax:631-874-7377 FLOkeri@akazelarchiteets.com -- ------ -- -- ------ ----- --- 4 _ 9 Proposed Home for: 3.2X 12 HEADER WITH _ DJ Custom Homes 2-2x8 PLATE SET PLATE-4' y2x 1p O HEIGHT@9'-$''ABOVE HEADER 265 Arshamoma ue Avenue ALL DIMENSIONS ARE TAKEN SU&FLOOR.SET 0 q FROM FACE OF STUDS(U.O.N.) TO COLUMN WIDTH. e'-9°CEILING Southold,New York 11971 NOTES: 10'x 10'PLAIN SQUARE,PERMA-CAST, HEIGHT IN BAY Town of Southold PRE-ENGINEERED FLOOR TRUSSES BY LOAD BEARING COLUMNS(18,000#) e.-e• g,•1. z'a• z•-o• County of Suffolk WEYER-HAEUSER I-LEVEL TRUSJOIST.OR WITH COLUMN-LOC By 'HB$G'0 EQUAL.INSTALL AS PER NIANUF.SPEC'S AND EQUAL WITH CAP$BASE(TYPICAL) RECOMMENDATIONS(I.E.SQUASH BLOCKS, 101-W 1T-5° 12%7• SCTM#: 1000-56-2-14 FEMA:X NAILING$GLUEING,WEBSTIFFENERS,ETC) First Floor A1/�y� ALL EXTERIOR HEADERS TO BE 3.2x 10 MIN. 40'-0'OVERALL 1 i1st 1 1oo Plan ALL INTERIOR HEADERS TO BE.2--6 MIN. UNLESS OTHERWISE NOTED. FIRST FLOOR PLAN Date:April 16,2029A3 ALL FRAMING LUMBERTO BE DOUG FIR#1 UNLESS OTHERWISE NOTED. SCALE: 1/4"=V-0" Scale:As.noted-- NO I t5: R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES(762 MM)OR GREATER OVER AN AREA OF NOT LESS THAN 3D SQUARE FEET(2.8 M2). 40.0' THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE 2T-S' S-1 12'-7' ROOF FRAMING MEMBERS. THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES(559 MM BY 762 MM)AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE spa° ava LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL BE SYMBOL LEGEND NOT LESS THAN 22INCHES WIDE BY 30 INCHES HIGH(559 MM WIDE BY 762 MM HIGH),WHERE THE ACCESS IS LOCATED IN A CEILING,MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC _ EARTH SPACE SHALL BE 30 INCHES(762 MM)AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF y .w POURED CONCRETE CEILING FRAMING MEMBERS.SEE SECTION M13D5.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN s,- s-z. OR 81 CMU BLOCK ATTICS. 0 EXISTING STUD WALL ----------------------------------------------------------------------- TO REMAIN EXISTING STUD WALL I --------� TO BE REMOVED I 1• 1. O NEW 2x4OR2x6 4'-7. 6-4" sae V-4' 4, � ra 2° STUD WALL @ 16^O.C. 2'-8' 2'-8• 4'-2' 4-2 2x 6 CEILING JOISTSZ+ JOISTS ABOVE . . SECTION!DETAIL 4 3-2XBCLG. 3-2xB CLG.JOISTS 9 3-11'x 91•LVL JOISTS HEADER FOR st BUILDING SECTION RAFTER BEARING 11-2 15'-2° 2• i i'-8' "2 BEDROB'-1'CLG.HT. OM#3 w fit— WINDOW I 1 38'HIGH ¢ I VAULTED I � RAILING I 31x91'LVL H ER CEILING-ii I iO 2x 6 CEILING JOISTS =--_- ELEMENTS ABOVE EAD o I 1 1 SET BOTT.@ T-1'ABOVE 1 1 0 SUB-FLOOR 4'32° s 2 A — GIRDER I HEADER ABOVE I I — ----J 2x 8 CEILING JOIST'- ---------- 19 P0« ■ POST DOWN 6 GI• "2. • 3Y t; '' 9.-71. .,1. Q q 1• 1• INTERCONNECTED COMBINATION _2e 2 2 in 6'-0' 2 "2 2 32 6'•1', CL 1. '-0' ,tr SD SMOKE AND CARBONMONOXIDE n <NCO DETECTORS AS PER R314 OF THE V-1'CLG.HT. ;IS" `I+c`"" IRCONYS AND 915 OF THE IFCONYS 'N 0 a'•rcLc.Hr. _ -_- BALCONY 3 2xs =o BONUS LI 21 8'-1•CLG.HT.pH CEILING ROOM 27 b ' W SHARED JOISTS v CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR v MAINTAINING JOB SfTE SAFETY DURING THIS PHASE �I 31. BATHROOM 1• OF WORK&SHALL COMPLY WITH ALL APPLICABLE 2• 9"2° 2° 1'- 2 ° '^,� 7'-1• 10'-2' i1z" O FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING - E BUT NOT LIMITED TO BUILDING CODES,OSHA 2x8 CEILING JOISTS F 54•x22`PULL 0 E (�� q REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS O.C. I' DOWN ATTIC MATERIAL REMOVAL&DISPOSAL. k I' STAIR.SEE 18 I— m zs L J n OPENING NOTE _ THE CONTRACTOR SHALL INDEMNIFY&HOLD q I tLGLTED .HT. THIS SHEET. i1r1 q HARMLESS THE OWNER THE ARCHITECT,AND Ii kL THEIR AGENTS&EMPLOYEES FROM AND AGAINST 1q I CEIILING I A BAT ROOM 22 16 CLOS ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES I I ,,11 ARISING OUT OF OR RESULTING FROM ANY OF THE 2° 112 32 17 2' 0 ITEMS LISTED ABOVE. I I � THE CONTRACTOR SHALL VERIFYALL FIELD EG 2x 6 CEILING JOISTS CONDITIONS AND NOTIFY THE ARCHITECT OF ANY F 3-11'x 91°FLUSH CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LVL HEADERWITH STAIRWAY& RESPONSIBLEFOR FIELD MEASUREMENTS AS REQD. KNEE WALL TO DRAIL AS PER JS" 2436•HIG UNDERSIDE OF SECTION R311.7& THE ARCHITECT SHALL BE HELD HARMLESS BYANY 3-2x6 CLG. RAILING RAFTERS R311.7.B OF THE AGENCY FOR ANY'ERRORS&OMISSIONS•ON JOISTS RCONYS _ THESE DOCUMENTS. r._—_ ,8 1'CLG.HT. e+ 3-2x 6 CLG. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR A i 2'"8• '-8• JOISTS OEDROOM J2 'METHODS&MEANS'OF CONSTRUCTION.THE ' 2'-0' S'-0' 1'3' '-0 2° 5'-9' T-11Z' 3Z'3'6' 1° 2• I 11'-8• I 2° ARCHITECT IS NOT RESPONSIBLE FOR FIELD - 1I SUPERVISION. 2.6 CEILING JOISTS ILVAULTED I O S I CEILING I w . V I ml 2x 6 HIGH CEILING Y' -7 L----------------------- N y JOISTS @ 16.O.C. I 1 SET BOTT.@ IV-1- I I ABOVE SUB-FLOOR &-1'CLG.HT. �1 m BEDROOM#4 ,,,, 9'-0' '-0 2° 9'-9' 4. 7'-1° 2 2'-3' L 3'-7 3'-7' 1 2 HATCH WALLS INDICATE 10'-1• tP PLATE HEIGHT zo ABOVE SUB FLOORi I I I I I I I I O i i KAZEL ARCHITECTURE I 1 I 4 1 i 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 I Phone:631-874-2925 Fax:631-874-7377 I keri@kazelarchitects.com ---------- Proposed Home for: ------- -- DJ Custom Homes 1 265 Arshamomaque Avenue T 10 Southold,New York 11971 10'-0 o'•e T 12'-42 County of Suffolk Town of Southold ALL EXTERIOR HEADERS TO BE 3-2z 10 MIN. 40-0• SCTM#: 1000-56-2-14 FE�1A:X ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. UNLESS OTHERWISE NOTED. S1 8-1 Second Floor Plan ALL FRAMING LUMBER TO BE DOUG FIR#1 UNLESS OTHERWISE NOTED. SECOND FLOOR PLAN Date:April 16,2024 ALL DIMENSIONS ARE TAKEN A4 FROM FACE OF STUDS(U.O.N.) SCALE: 1/4^=1'-0" Scale:As noted NO I hS: O WINDOW&GLASS DOOR SCHEDULE ROUGH OPENING F (V.I.F.) Iwi -1 y Qj mow " mZ �Z WZ U [j AB .00'9.i .00 w o y o x H O rc 14'-7'GABLE WIDTH A 3050 ANDERSEN 100 SERIES T-O* 5'-0' 6.38 5.79 32 26w� .30 .28 30/30 SEE 3 OVER 1 13 EGRESS SINGLE HUNG-LOW E ELEVATIONS TYPICAL ROOF CONSTRUCTION: _ B 30462 ANDERSEN 100 SERIES-DOUBLE 6'-0' 4'•6' 21.34 .30 .30 30/30 7'-0' 3 OVER 1 2 35 YEAR ARCHItECTURALASPHALT SHINGLES I i SINGLE HUNG-LOW E (COLOR:DETERMINEOBYOWNER) 12 12 - SYMBOL LEGEND 15#ROOF FELT&ICE AND WEATHER SHIELD C 2020 ANDERSEN 100 SERIES 2'-0' 70' 2.07 .28 .26 30/30 7"-0' 2LITE 2 MY PLYWOOD SHEATHING AWNING LOW E R-38 OPEN CELL SPRAY 2X 8�TERSS �� 2x 8 RAFTERS EARTH FOAM INSU LATION(HOT ROOF) C:" t; D 3030 ANDERSEN SERIES 3'-0' T-0' 5.94 .31 .21 1-0 8'-0' CUSTOM 1 RAFTERSASNOTED ALIGN FASCIA Oo = AWNING LOWW E BOARDS it p POURED CONCRETE 5 xo _o OR 8"CMU BLOCK E 3020 ANDERSEN 100 SERIES T-0' 2.0' 3S0 .11 .28 3-0 T-O" 3 LITE 1 �� AWNING-LOW E `� w EXISTING STUD WALL F 3050-2 ANDERSEN 100 SERIES-DOUBLE V-7 6-0" 12.76 5.79 32 261 1 .31 .28 1-1 T-0" 3 OVER 1 4 EGRESS j -- ------------ ----------------------------'-'--'-' '+ § O TO REMAIN SINGLE HUNG-LOW E ; R905.1.2 ICE BARRIERS. EXISTING STUD WALL IN AREAS --------� TO BE REMOVED G 3060 ANDERSEN 100 SERIES- 3'-0` 8'-0' 14.50 .30 I m@ , I _____�__ FORMING WHERE THERE HAS CAUSING BACKUP ICE @ .26 31131 T-0' 3 OVER 1 2 TEMPERED I w U < +__-----_ ______ SINGLE HUNG-LOW E GABLE I p I I FORMING ALONG THE EAVES CAUSING.2 BACKUPS GABLE m �r , 14 12 i 1'4' WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE NEW 2x 4 OR 2x 6 H 9070 JELD WEN-PREMIUM VINYL(V-4500) 9'-0' 7'-0' 41A .30 .30 140145 T-0' CUSTOM i O.H. i �� 1'4' 0'H' I qT- 1q I O.H. BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, STUD WALL 16"O.C. 3 PANEL SLIDING PATIO DOOR-LOW E i O.H. q m? j i METAL ROOF SHINGLES,MINERAL-SURFACED ROLL OR EQUAL I s O 1 2z a RAFTERS m 2x a RAPERS ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD JOISTS SHINGLES AND AND SHAKES.THE ICE BARRIER SHALL JOISTS ABOVE J 6070 JELD WEN-PREMIUM VINYL(V4500) 8'-0' 7'-0' 13.8 .30 .30 40/45 T-0' CUSTOM 1 i R O O w I o I CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A 2 PANEL OR EQUAL LIDING PATIO DOOR-LOW E i -- - --- i----12---�--- 12---i ' 6 o i SELF-ADHERtNGUSED POLYMER-MODIFIED BITUMEN SHEET ,15 SECTION/DETAIL F-- -- ---- i j ----' ------ ":::::��:5:].:� '---'^��':�: �� --, SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT 6" I 4' "' a[i?::::i Y q= `� ;;; AND EMEND FROM THE LOWEST EDGES OF ALL ROOF K 3036-2 ANDERSEN t00 SERIES-DOUBLE 6'-0' 3'-6' 7.58 .30 .30 30/30 T-0' 30VER1 7 I GABLE II I� 8' L �O,... _ �p „^IS, SURFACES TOAPOINT NOT LESS THAN 241NCHES 610 �1 SINGLE HUNG-LOW E I O.H. II I I GABLE _ p ; ( AS BUILDING SECTION O ) S I O.H. T':;:�i:::.''�<:fri:"�P �•L I MM IN IDE THE EXTERIOR WALL LINE L 4030 ANDERSEN W SERIES- W-O' T-0" 8.38 .30 .28 30/30 7'-w CUSTOM 1 I i z z q .`�10 -L) `""""'-' y I ON ROOFS WITH SLOPE EQUAL TO OR GRFATER THAN 8 I w o O 0 rL%i:.:?`'li:i".::i r?;?:: ' AWNING-LOW E I I JP' UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE jl ^ �� Ij J 2x80VERLAY g '' ''A i BARRIER SHALL ALSO BE APPLIED NOT LESS THAN36 WINDOW M 3038 ANDERSEN 100 SERIES- 3'-0' 3'-6' 3.78 .30 .28 30/30 T-0" 2 OVER 1 1 i �r tO RAFTERS @ 16'O.C. - " S INCHES(914 MM)MEASURED ALONG THE ROOF SLOPE I m 90`'=_(`-: :`.•'-� FROM THE SAVE EDGE OF THE BUILDING. ELEMENTS ABOVE SINGLE HUNG-LOWS rc I @mll ----- 1'-0° I w O � A 'es I � "' "' � i EXCEPTION:DETACHED ACCESSORY STRUCTURES N 3020-2 ANDERSEN 100 SERIES.DOUBLE 6'-0' 7-0' 7.0 .30 .28 40/40 12'-0' 3LITE 1 AlJGN OVER GABLE 1 'O I� �I I 1'-0' NOT CONTAINING CONDITIONED FLOOR AREA. AWNING LOW E WINDOW F BELOW O.H. i L__ J I GABLE . --- GIRDER/HEADER ABOVE COMRACTORAND/ORWINDOW MANUFACTURER EGRESSWINDOW I I ROOF TO VERIFY ALL SIZES,MAKE,MODELS,ROUGH OPENINGS, THIS UNIT MUST MEET OR EXCEED: I BENO I¢-L j MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES 1)CLEAR OPENABLE AREA OF 5.7SO.FT. j Km POST DOWN OF WINDOWS AND DOORS PRIOR TO PLACING ORDER 2)CLEAR OPENABLE WIDTH OF 20- I 3)CLEAR OPENABLE HEIGHT OF 24' i 'F I Lys �r I INTERCONNECTED,.I,SD SMOKEOKE AND RBONMONO IDE x-`'CO DETECTORS AS PER R314 OF THE - 'O IRCOWS AND 915 OF THE IFCONYS 2x 10 RIDGE BEAM GABLE O.H. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR I MAINTAINING JOB SITE SAFETY DURING THIS PHASE j L i �:21 10 RIDGE BM OF WORK&SHALL COMPLY WITH ALL APPLICABLE I I ^a I I I 2x8 RAFTERS FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA @ 16'O.C. REGULATIONS.LIFE SAFETY CODES,8 HAZARDOUS i m ROOF I i MATERIAL REMOVAL 8 DISPOSAL. BEND 2.1'�k 14'LVL RIDGE BEAM 2-1'°'x 14'LVL RIDGE BEAM I THE CONTRACTOR SHALL INDEMNIFY&HOLD i )0 3-2x 8 i v HARMLESS THE OWNER THE ARCHITECT,AND RAFTERS I I THEIR AGENTS&EMPLOYEES FROM AND AGAINST GABLE I dl V+ m m ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES 0= I I I I ARISING OUT OF OR RESULTING FROM ANY OF THE O.H. I ITEMS LISTED ABOVE. VL w . O DOOR SCHEDULE � I 'LmII ( ,i �O THE CONTRACTOR SHALL VERIFY ALL FIELD I CONDITIONS i I AND NOTIFY THE ARCHITECT OF ANY y I O.H. m(8j �j I I i O.H• C0 DITIONS NOT ASSUMED HE SHALL TAKE AND BE m i v ILE I i GABLE "� I GABLE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. LOCATION kI COMMENTS 0'H'B I I i THE ARCHITECT SHALL BE HELD HARMLESS BY ANY : ROOF BEND W ti AGENCY FOR ANY'ERRORS&OMISSIONS'ON _ F I """""' "'"' 5'-.-- 3.2x8 O i THESE DOCUMENTS. .................. .........:......... ..................... ............... ..... ........................ FIRST FLOOR I - - - --- I ''`' F ERS I ? T ;:-% R905.2.6 ATTACHMENT.ASPHALT SHINGLES THE CONTRACTOR IS SOLEY RESPONSIBLE FOR Y 1 FROM ENTRY DOOR 3'-0k T-0' RH THERMA-TRU SU EXTERIOR DOOR-FIBERGLASS 2x6 - - 2x 8OVERLA L s;:s::: °T @I i SHALL HAVE THE MINIMUM NUMBER OF I �O • x 13:iifi'.�i::_:if:r::ii:%u:%S3%;s:':7^.' 'METHODS&MEANS'FCONSTRUCTION.THE DOOR INSULATED WITH 2-1'-6k7'-O'SIDELIES I fOO ['!""'^"'......"""'- RAPERS@ 9 1V/ yl j FASTENERS REQUIRED BYTHE I m e: ' ::isi::r:�'.;:n::: y ARCHITECT IS NOT RESPONSIBLE FOR FIELD SECURITY LOCK&DEAD BOLT i w r::::::::sv-ns:=:.;:......'.::;s s:�(- 16°O.C. �'}''> I� o:U WI MANUFACTURER'S APPROVED INSTALLATION SUPERVISION. r p Y p t''""'''''"'"""'' `::y�• 9p I �`I O I INSTRUCTIONS,BUT NOT LESS THAN FOUR 2 OVERHEAD GARAGE DOOR -8'-0k 8'-0' OH VINYL DOOR WITH 2x4 nl �)e -aria'%::iixQ ::%-3i%%%"� 2x8 RAFTERS �L �' II i FASTENERS PER STRIP SHINGLE OR TWO SIDE MOUNT OPENERS WITH REMOTE i ee - :j:"J FASTENERS PER INDIVIDUAL SHINGLE.WHERE n H I VI i THE ROOF SLOPE EXCEEDS 21 UNITS 3 EXTERIOR GARAGE DOOR Y-O"x T-0' LH THERMA-TRU SU EXTERIOR DOOR- 2x4 GABLE GABLE ""'!' FS 12 12 i w I L I VERTICAL IN 12 UNITS HORIZONTAL 21:12 FIBERGLASS DOOR INSULATED O.H. O.H. _ 4r 07 �4 i GABLE mli p j 175-PERCENT SLOPE),SHINGLES SHALL BE ...................... ..................:.... ..................... ..................... L- --- ---------- uw' INSTALLED IN ACCORDANCE WITH THE 4 LAUNDRY ROOM TO GARAGE Y-O'x T-W LH FIRE RATED SELF CLOSING,INSULATED 2x6 I p O.H. ................ ................ .............. I ::::::: � 2x8 RAFTERS MANUFACTURER'S APPROVED INSTALLATION 5 LAUNDRY ROOM 3'-0kT-W PK7 2x6 q i I • INSTRUCTIN3. .2x 10 RIDGE BM �_" -O I O I ^O I 6 WALK-IN PANTRY 2'4k T-O' LH Zx4 f OiL ---- 2x 8 RAFTERS i i6.O.C. i I - -_ 2x 8 RAFTERSL 2x 8 OVERLAY 7 LAVATORY 2'dk7'-0' PKT PRNACY LOCK 2x4 @ Y= I 1'4' :�:i°y- -- 5Er'i �o .. O.H. � •-'•'FPS' ,�� RAFTERS@16.O.C. ALIGN FASCIA 6j.''' ".,�':;': 8 BASEMENT STAIR 2'4Lk 7'-0' RH WEATHERSTRIP 2x4 BOARDS r ' 9 CLOSET T-0k 7'4' LH 2.4 1,-4, i r-- I '�'' ,2x8 2x8 ..._.¢.....: 1 GABLE O.H.- , i O.H. 10 BEDROOM/OFFICE 8'-0'x 7'-0' DBL PRIVACY LOCK 2x4 i RAPPERS RAFTERS 12 �--- @ 16'O.C. @ 16'O.C. �<:'1 2x8 RAFTERS i '' I 4t- Iy 17 BEDROOM/OFFICE CLOSET 4'-0'x T-0' DBL BALL CATCH 2x4 i 12-�- j ,4" 12 PRIMARY BEDROOM 2'-0k T-O" LH PRIVACY LOCK 2x4 L------ -74 O.H. I ---- -------- ---� 12'-0"PLATE HEIGHT 13 PRIMARY BATHROOM 2'4k T-O* LH PRIVACY LOCK 2x4 i 4112-' wo �q I FROM 1ST FLOOR 14 WATER CLOSET 2'4k7'-0' PM PRIVACY LOCK 2x4 I I KAZEL ARCHITECTURE 15 WALK-IN CLOSET 2'4'x 7'-0' PKT 2x4 4 O -i 2x 8 2x 8 _ 1 RAFFERS ��f3, RAC FTERS 1 SECOND FLOOR O 1'-4" i @ 16'O.C. K @ 16'O.C. 1 1'4" O.H. I _O.H- 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 16 BEDROOM42 z-6k7'-0' LH PRIVACY LOCK 2x4 �� I I Phone:631-874-2925 Fax:631-874-7377 I keri@kazelarchitects.com 17 BEDROOM#2 CLOSET 5'-0'x T-O" DBL BALL CATCH 2a4 18 BEDROOM#2 BATHROOM 2'4k7'-0' RH PRIVACY LOCK 2x4 IL.------ -- - ---- --jl Proposed Home for: 19 BEDROOM#3 2'-6'x 7'•0" RH PRIVACY LOCK 2x4 12'-0"PLATE HEIGHT w= =o� w= CustomDJ Homes FROM 1ST FLOOR ?a o 0 0 0 ? 0 265 Arshamomaque Avenue 20 BEDROOM 03 CLOSET 5'-0k T-0" DBL 2x4 0 a0. L7 zx 8 RAFTERS @ 16-D.C. Southold,New York 11971 21 BEDROOM#3 BATHROOM 2'4k 7'-0' LH PRIVACY LOCK 2x4 ROOF PLAN TOPSHED F E PLA F BELOW AT B'9 A.F.F. Town of Southold 22 BEDROOM 94 2'•6'x7'-0- LH PRIVACY LOCK 2x4 SCALE: 1!4"=1'-0" s-t s-t County o Suffolk 23 BEDROOM#4 CLOSET 2'4k7'4T RH PA A8 A6 SCTM#:1000-56-2-14 FEMA:X 24 BEDROOM#4 BATHROOM 2'4k7'-0' LH PRIVACY LOCK 2x4 - HATCHED lESAREA Roof Plan --- OF ONE ROOF BUILT OVER ANOTHER 25 HALL BATHROOM 74k T-0' RH PRIVACY LOCK 2x4 .:--.-...........:._.-: LOWER ROOF TO BE BUILT FIRST 26 BONUS ROOM 2'-6k T-0" LH PRIVACY LOCK 2.4 Date:April 16,2024 27 LINEN CLOSET 74k 7'-0' LH y,b Scale:As noted IA51 1)"...:..,.r TTT.. TYPICAL EXTERIOR NO I ES: WALL CONSTRUCTION: BOARD&BATTEN SIDING COLOR BY OWNER TYVEK HOUSE WRAP OR EQUAL TYPICAL ROOF CONSTRUCTION: }'PLYWOOD SHEATHING 35 YEAR ARCHITECTURAL ASPHALT SHINGLESR-19 SATT INSUL.(PICTURE FRAME AIR (COLOR:DETERMINED BY OWNER) SEAL TO MEET LOWER DOOR REOMT) SIMPSON HIDS 15#ROOF FELT&ICE AND WEATHER SHIELD 2x 6 STUDS at 61 O.C. HURRICANE TIES 12'PLYWOOD SHEATHING J"GYPSUM WALL BOARD AT EACH RAFTER 2-1'5c 14'LVL RIDGE BEAM R-38 OPEN CELL SPRAY TO PLATE CONNECTION 2x4 COLLAR TIES @ 18'O.C. FOAM INSULATION(HOT ROOF) RAFTERS AS NOTED PROVIDE 6'BLIND FLASHING AT ROOF AND WALL INTERSECTION 2x 8 RAFTERS 2x 8 RAFTERS @ 16-O.C. 2x 6 KNEE WALL TO @ 16'O.C. RAFTERS 8 CEILING UNDERSIDE OF RAFRS SIMPSON LRU28Z RAFTER2x8 CEILING JOISTS@16'D.C. SYMBOL LEGEND FACE MOUNT RAFTER HANGERS AT EACH RAFTER JOISTS 16'O.C. _ 12 SIMPSON H70S HURRICANE TIES 4 AT EACH RAFTER TO PLATE CONNECTION ATEACH SIMPSON AFS R TO P HURRICANE COTIE EARTH AT EACH RAFTER TO PLATE CONNECTION PROVIDE EAVE BLOCKING Im BETWEEN RAFTERS(TIP) POURED CONCRETE BETWEEN RAFTERS RAFT PROVIDE AF ERS(TYP)BLOCKING ABLE T.0.2ND FLR GO.H UN-V NS EID SOFFITS WITH OR 8"CMU BLOCK 2x8 RAFTERS @16.O.C. 3-2x8CJ PLATE EXISTING STUD WALL SIMPSON H70S WINDOW 3-11!519}°FLUSH I DORMERBEYOND TO REMAIN HURRICANE TIES LVL HEADER WITH + AT EACH RAFTER KNEE WALLTO_ .1 V.B.ON WALLS 1'-4' w TO HOER CONNECTION UNDERSIDE OF AND EILING(TYP) 3-1�5c 91'LVL O.H. F C===____0 EXISTING STUD WALL RAFTERS 8'-1'CLG.HT. HOER SET PROVIDE 6'BLIND FLASHING AT LL TO BE REMOVED 3-2x 12 HOER WITH BALCONY }'T8 SUB-FLOOR GU D 13 @ 7W i ROOF AND WALL INTERSECTION ❑- 2-2x6 PLATE SET PLATE AND AILED(TYPICAL ABOVE I 0 s 0 NEW 2x 4 OR 2x 6 1'4' 3.1}°x 11}' SUB-FLOOR I 2x8 NAILER POSITIVELY ANCHORED INTO SUDS u F STUD WALL @ 16"O.C. IVAULTED— ABLE HEIGHT @ 9-2}'ABOVE LVLFLUSH SIMP ON TB27 CROS PROVIDE SIMPSON LRU28Z FACE MOUNT RAFTER SUB-FLOOR.PACK-OUT i2 BRID ING @ 8'-0'MAX HANGERS AT EACH RAFTERo. O.H. TO.FOYER 36' IGHWALL PLATE TO COLUMN WIDTH. 4 f— 12 + JOISTS ABOVE 11{' I(210)FLOOR RAILING �4 2x 8 RAFERS@16°O.C.1x 8 FASCIA BOARDS WITH J015 S@16.O.C. i TO.FLOFLR STAIRWAY 8 SUB-FLOOR UN-VENEDSOFFIT '------------ - SECTION/DETAIL UN-VENTED HNDRAILAS PER 31�•x 11•LVL SOFFIT TO SECTION R311.7& FLUSH HDR ------------T.0.1ST FLR _ q•. UNDERSIDE R311.7.8OFTHE }'G.W.B.ONWALLS UN0 !WALL 2.6CEILING1015T5 PLATES'1 BUILDING SECTION .H. <7 OF RAFTERS RCONYS AND CEILING(TVP) ABOVE g SIMPSON LU526 FACE O.H. 10Sc10•PLAIN SQUARE,PERMA-CAST,LOAD BEARING COLUMNS(18,000#) 8'-4'PORCH O.H. 9'-1'CLG.HT. JNT JOIST 3-1j'x 14'LVL HOER O WINDOW � a WITH COLUMN-LOC BY°HB&G•OR VA LTED 2x4 EILING KITCHEN OWH DERL ATOLVLHOER ANGERS O wg 3 w COVERED LG. JOIS @ 16' .c 10 O i = Q r EQUAL WITH CAP 8 BASE(TYPICAL) ww a S PORCH F YER g-1• t'T&G SU&FLOOR GLUED 9'-1•DLG.HT.= w -O PROVIDE SELF-ADHERING MEMBRANE cJ1 AND NA LED(TYPICAL) GREAT ROOM PROVIDE SELF-ADHERING MEMBRANE 2 ===_= ELEMENTS ABOVE oQ ah �° WPO WITH PVC COIL STOCK FLASHING O CLG.HT. - WITH PVC COIL STOCK FLASHING lu O BETWEEN WOOD AND CONCRETE LAV SIMPSON T627 CROSS LLS BETWEEN WOOD AND CONCRETE o. = m z 1}^x 11 BRIDGING @ aw MAX. a P.C.suB WnrH 1a1o. ° —-— GIRDER/HEADER ABOVE 4 4°P.C.SLAB WITH 10/10, 6x 6 W.W.M.WITH LVL FL SH I le TJI(210)FLOOR 6x 6 W.W.M.WITH -- 1-BLUESTONECAP---- _ JOISTS @ifi'O,C. 1°BLUESTONECAP ------ - POST DOWN T.O.IST FLR. _ _ T.O.1ST_FLR. T.O.BSMT PLATE15� T.O_BSMT PLATE —____ _ . `_—_ 3-1�°'x 11�• - .'Y SD INTERCONNECTED AND CARBONMONOXIDE 2•SLAB SEAT LVL FLUSH 2x6 LOW PLATFORM 3-ij'x 9}°LOW PROVIDE}'GYPSUM 2*SLAB SEAT NCO DETECTORS AS PER R314 OF THE STAIRWAY& JOISTS @16'O.C. LVL GIRDER O -* T-11•HIGHCLG. WALLBOARD MEMBRANE IRCONYS AND 9150E THE IFCONYS HANDRAIL AS PER 2-2x 6 LOW HDRS O F. UN-FINISHED TO THE UNDERSIDE OF •' 'd' w SECTION R3TH & ANCHORED TO 4'DIA.STEEL LALLY BASEMENT THE FLOOR FRAMING z CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR R311.7.8 OF TH 4x4 POSTS COLUMN ON 30'x 30'x 15° MEMBERASPERSECT. - w w 2-2x 6 P.T.SILL PLATES WITH SILL SEAL RCONYS ANCHORED TO DEEP POURED CONC. R302.13 OF THE RCONYS. 't 2.2x6 P.T.SILL PLATES WITH SILL SEAL w MAINTAINING JOB SITE SAFETY DURING THIS PHASE AND TERMITE SHIELD(TYP) SLAB WITH SIMPSON FOOTINGS WITH 4'POURED CONCRETE SLAB AND TERMITE SHIELD(TYP) < OF WORK&SHALL COMPLY WITH ALL APPLICABLE RPBZ POST BASE 3.95 RE-BAR E.W. WITH 6 MIL POLY.VAPOR �-11)DRAPED BAIT Q, FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING 6/8'DIA STEEL ANCHOR BOLTS MAX 3T O.C. INSULATION OVER BUT NOT LIMITED TO BUILDING CODES,OSHA ANDSIMPSON BARRIER OVER K WITHIN STEELANCHOR BOLTS MAX3TO.C. R WITHIN 12`FROM ENDS OF EACH SILL PLATE BC4 POST CAP CRUSHED STONE EXPOSED FND WALLS WITHIN 12'FROM ENDS OF EACH SILL PLATE REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS LINE OF PIECE.EXTEND BOLTS MIN 7•INTO FND& _—_ _ _ PIECE_EXTEND BOLTS MIN 7•INTO FND 8—LINE OF BSMT SLAB F MATERIAL REMOVAL&DISPOSAL. r` BSMSSLAB SECURE TO SILL WI 3"SQUARE WASHER - SECURE TO SILL W/3'SQUARE WASHER THE CONTRACTORSHALLINDEMNIFYBHOLD AND TIGHTENED NUT TO EACH BOLT. L__J L__J L__J L__J -''" AND TIGHTENED NUT TO EACH BOLT, HARMLESS THE OWNER,THE ARCHITECT,AND 10'POURED CONCRETE FOUNDATION 10"POURED CONCRETE FOUNDATION THEIRAGENTS&EMPLOYEES FROM AND AGAINST WALL ON 20°x 10°P.C.FOOTINGS WITH WALL ON 20'x 10•P.C.FOOTINGS WITH ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES 3-95 RE-BARS IN BOTTOM WITH 3-#5 RE-BARS IN BOTTOM WITH ARISING OUT OF OR RESULTING FROM ANY OF THE BUILDING SECTION:S-2 WATERPROOFING BUILDING SECTION:S-1 TEMPORARY WALL BRACING NOTE: WATERPROOFING ITEMS LISTED ABOVE. WALLS TO BE BRACED DURING CONSTRUCTION SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" TO PREVENT BOWING OF TOP PLATES.DO NOT THE CONTRACTOR SHALL VERIFY ALL FIELD REMOVE BRACES UNTIL WALLS AND ROOF ARE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY FULLY SHEATHED. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQYJ. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FORNY'ERRORS&OMISSIONS•ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 'METHODS&MEANS'OF CONSTRUCTION.THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. ALL STACK VENTS SECTION P3103 TO BE NOT VISIBLE III°v FROM FRONT OF III a•v - H —1— VENT TERMINALS OUSE(TYPICAL) L P3103.1 VENT PIPES TERMINATING OUTDOORS. r I �r _ I VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A sJv T__ ry SHARED SIDEWALL OF THE BUILDING IN ACCORDANCE WITH WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS P3103.1.1 TABLE P3201.7 _ SIZE OF TRAPS FOR PLUMBING FIXTURES I I HALL I I _-_ I ��T`BATH THROUGH P3103.1.4 rp BATH ++u1O I rb ulv TRAP SIZE I T P3103.1.1 ROOF EXTENSIONS. PLUMBING FD(TURE MINIMUM ( +va�v I +va�v 1 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3103.1.2 OR (INCHES) I I I I P3103.1.3 SHALL TERMINATE NOT LESS THAN 61NCHES(150 MM)ABOVE THE ROOF OR 61NCHES(150 MM)ABOVE THE 2 rusl ry I Tuel 2•Iv ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. 2NO B.a I I 2ND RA BATHTUB(WITH OR WITHOUT P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. SHOWER HEAD ND/OR 1} ++u• rw I +va• zw WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK,OR WHIRLPOOL ATTACHMENTS) ry I I <J FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM)ABOVE THE ROOF. t _ co 3 _� BIDET EN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND IS COVERED BY EITHER A ROOF-MOUNTED P3103.1.3 ROOF EXTENSION COVERED, CLOTHES WASHER STANDPIPE 2 - WHE AN 11 a1v ++N Iv va Iv 11° ++°V PANEL(SUCH ASA SOLAR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING)OR A ROOF DISHWASHER(ON SEPARATE TRAP) 1} 1 HALL 21VI rFRIMARY I 1 PANEL KAZEIJ ARCHITECTURE LAUNDRY ++u' BATH 21° BATH+va•v '+1°• I I NOT ELEMENT(SUCHTHAN INCHES ARCHITECTURAL ABOVE FEATURE SURFAE.SUCH DECORATIVE OOFEL MEETSVENT SHALL E DESIGNED TERMINATE I I NOT LESS THEN 21NCHES(51MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS SHALL BE DESIGNED TO FLOOR DRAIN 2 I I KITCHEN PREVENT THE ADVERSE EFFECTS OF SNOW ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE FN Nel swda ow PLACEMENT OF A PANEL OVER A VENT PIPE SHALL PROVIDE FOR AN WITH OR WIT OPEN AREA OF THE PIPE,AS CALCULATED KITCHEN WIT(ONEHOUT DISHWASHER TWO TRAPS, 2 Windemere C00I7,P.O.Box 169,SpeoBk,NY 11972 FROM THE INSIDE DIAMETER OF THE PIPE.SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT S FOOD WASTE DISPOSER)HWASHER AND 1} ,srF�a tsTFla Phone:631-874-2925 Fax:631-874-7377 ,va•w +v°• ,va• rw ++rr PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. keri@kazelarchitects.com rA+ co w LAUNDRY TUB(ONE OR MORE ° P3103.1.4 SIDEWALL VENT TERMINAL. COMPARTMENTS) 1} Proposed Home for: VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE NOT LESS THAN 10 FEET FROM THE LOT LINE AND NOT LESS THAN 10 FEET ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET IN ANY DIRECTION LAVATORY 14 DJ Custom Homes HORIZONTALLY OFTHE G OF A a•roxPraovm 4•s STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT INAL.VENT PIPES F VENTS.SUCH VIENT TERMINALS SHALL BE PROTECTED BY A SHOWER(BASED ON THE TOTAL FLOW 265 Arshamomaque Avenue se"nc sysren+ w METHOD THAT PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING AND THAT RATE THROUGH SHOWERHOS AND Southold,New York 11971 DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. FLLOW ARATE: 1} Town of Southold P3103.2 FROST CLOSURE. 5.7 GPM AND LESS County of Suffolk esNr MORE THAN 5.7 GPM UP TO 123 GPM 2 WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O'F(-18'C)OR LESS,VENT EXTENSIONS MORE THAN 12.3 GPM UP TO 25.8 GPM 3 PLUMBING RISER DIAGRAM THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE S17E MORE THAN 25.8 GPM UP TO 55.6 GPM 4 SCTM#: 1000-56-2-14 FEMA:X OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE THE THERMAL ENVELOPE OF THE BUILDING. NO SCALE Building Section Date:April 16,2024 Scale:As noted IA6 T1—:AT- NO I Eb: TYPICAL ROOF CONSTRUCTION: 5/4x 8 RAKE BOARDS 35 YEAR ARCHITECTURAL ASPHALT SHINGLES WITH 1x 3 TRIM OVER (COLOR DETERMINED BY OWNER) / 5/4x 4 FRIEZE BOARDS 15#ROOF FELT&ICE AND WEATHER SHIELD 1!Y PLYWOOD SHEATHING R-38 OPEN CELL SPRAY FOAM INSULATION(HOT ROOF) SYMBOL LEGEND 5/4x B FASCIA BOARDS / \ RAFTERS AS NOTED WITH ALUM GUTTERS \ AND LEADERS EARTH TYPICAL WINDOW TRIM JULMLU / 1x4 STYLES \ POURED CONCRETE .,514x8S ,2,'- OR 8'CMU BLOCK ILL 5/4x a HEAD TRIM \ IXISTING STUD WALL T.O.2ND FLR __ _ T.O.T.O.2ND FUR PLATE -- --6°CORNER BOARDS - - - - - ---_---- FLAKE rI 8 r 6'BLIND FLASHING 0 ® ' ® _ \ Q TO REMAIN = ATROOF, WAL A x C O ° �u D__-_-___] EXISTING STUD WALL z= INTERSECTIONS --- TO BE REMOVED $� NEW 2x4OR2x6 STUD WALL @ 16"O.C. &Mw��M I m I a® q m JO B JOISTS ABOVE T.O.2ND FLR / �11 \11 SUB-FLOOR R SUB-FLOOR1�161 _______ _ SU_B-FLOOR_ --- -- - - AS SECTION/DETAIL A ETFLR -_ _ _-_-_-_ _-_-_-_-_-_ _ PLA7ETFLR �pLp,T BRACKETS WITH ALUM FASCIA BOARDS a1 BUILDING SECTION WITH FASCIA BOARDTTERS TYPICAL EXTERIOR g I AND LEADERS WALL CONSTRUCTION:BOARD&BATTEN I g w 514x6FRIEZEBOAROS COLOR BY OWNERIOING WINDOW s w w I ®�� O TYVEK HCUSE WRAP OR EQUAL w w N s LL g a 0 o g R-19 BATT NSULYWOODSHL(P(PICTURE FRAMEAIR I ¢ LL a =___= ELEMENTS ABOVE o,a o1g 0 x a� SEALTOMEETBLOWERDOORREQMT) oa ® ® ® 'qF qo zx6BTUDs@16.O.C. oQ —-— GIRDER/HEADER ABOVE N }'GYPSUM WALL BOARD T.O.1ST FLR. T.O.1ST FLR. --- - ------ -------- - - - --—-—-—-—-—-—- - - ■ POST DOWN INTERCONNECTED COMBINATION �<�SD SMOKE AND CARBONMONOXIDE v-"CO DETECTORSASPERR314OFTHE 36•HIGH RAILING 10'k 10•PLAIN SQUARE,PERMA-CAST, IRCONYS AND 915 OF THE IFCONYS 16'-8'SETBACK R312 GUARDRAILS:PORCHES BALCONIES AND LOAD BEARING COLUMNS(18,000#) 18'$•SETBACK STAIR LANDINGS 30•ABOVE FLOOR OR GRADE WITH COLUMN-LOC BY•HB&G'OR TO BE INSTALLED WITH 36'HIGH RAILINGS, EQUAL WITH CAP&BASE(TYPICAL) 5/4x 10 BASE TRIM CONTRACTOR SHALL BE SAFETY Y RESPONSIBLE FOR BALUSTERS NOT TO ALLOW PASSAGE OF A WITH DRIP CAP ABOVE OF MAINTAINING JOB SITE SAFETY DURING THIS PHASE ABLE FRONT ELEVATION SPHERE 4.OR MORE INDIAMETER FEWORK&SHALLLOCLREGUY WITH ATIONSILL ICLUDI FEDERAL,STATE,8 LOCAL REGULATIONS INCLUDING SCALE: 1/4°=V-0° BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFYTHE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BYANY AGENCY FOR ANY'ERRORS&OMISSIONS"ON TYPICAL ROOF CONSTRUCTION: THESE DOCUMENTS. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR:DETERMINED BY OWNER) THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 15#ROOF FELT&ICE AND WEATHER SHIELD •METHODS&MEANS'OF CONSTRUCTION.THE 1/2'PLYWOOD SHEATHING ARCHITECT IS NOT RESPONSIBLE FOR FIELD RJB OPEN CELC SPRAY SUPERVISION. � FOAM INSULATION(HOT ROOF) RAFTERS AS NOTED T�O.2ND FLR / T.O.2ND FLR Y PLATE . _ _ _ -_-_-_-_-_-_-_-_-_-P TE _ _ TYPICAL EXTERIOR °o WALL CONSTRUCTION: g BOARD&BATTEN SIDING a oCOLOR BY- p= = TYVEK HOUSE ERAP OR EQUAL z i PLYWOOD SHEATHING w a - 4 R-19BATTINSUL.(PICTURE FRAME AIR „g SE AL TO MEET BLOWER DOOR REQMT) a T.O.2ND FLR •GYPSUM WALL 80ARD T.0.2ND FLR �SUB-FLOOR _SUB-FLOOR _ �q 7.O.1ST FLR PLATE -_-_-_-_ _ _ _ _ _ _ _ _ _ _ -_-_-_-_-_-_-PLATE _ ce ®{ o F =7 KAZEL ARCHITECTURE JIR 2 Windermere Court,P.O.Box 169,Speonk,NY 11972 Phone;631-874-2925 Fax:631-874-7377 T .O.1ST FLR keri a)kazelarchitects.com $—T.O.1S- -------- �7- ---- - - - - - - - - ---------------T---- Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue Southold,New York 11971 LEFT SIDE ELEVATION Town of Southold SCALE: 14'=V-0^ County of Suffolk SCTM#:1000-56-2-14 FEMA:X Elevations Date:April 16,2024 Scale:As noted A7 T1__:,...a AT,. NO I ES: 5/4x 8 RAKE BOARDS WITH I 3 TRIM OVER 5/4x 4 FRIEZE BOARDS TYPICAL ROOF CONSTRUCTION: 6'BLIND FLASHING 35 YEAR ARCHITECTURAL ASPHALT SHINGLES AT ROOF AND WALL (COLOR DETERMINED BY OWNER) INTERSECTIONS SYMBOL LEGEND 156 ROOF FELT a ICEAND WEATHER SHIELD 12'PLYWOOD SHEATHING R-38 OPEN CELL SPRAY Hull Hull Hull Hl FOAM INSULATION(HOT ROOF) EARTH RAFTERS AS NOTED I a -- AND FLR _-_-_____-_-_-__ - - ----_------ T » POURED CONCRETE v ACE � .> OR 8°CMU BLOCK T.O.2ND FLR TYPICAL METAL ROOF PLATE 0 EXISTING STUD WALL CONSTRUCTION: of TO REMAIN 8S2 STANDING SEAM METAL ROOFING E I �� _ EXISTING STUD WALL (COLOR DETERMINED BY OWNER) I o� E o= 15#R0 0 F FELY8ICE AND WEATHER SHIELD I zi TO BE REMOVED p 1/2'PLVWOOD SHEATHING Ow y g RAFTERS AS NOTED ® O I w O NEW 2X 4 OR 2X 6 a I i STUD WALL @ 16"O.C. °D JOISTS ,JOISTS ABOVE T,0.2ND FLR a SUB-FLOOR ` T.0.2ND FLR °�1O�'•�'•� SUB-FLOOR F7LATIE FLR __________ _ _ _ _ - - - 11 SECTION/DETAIL PLATE - _T.O.LT FLR A5 TYPICAL EXTERIOR PLATE I t WALL CONSTRUCTION: BUILDING SECTION x BOARD 8 BATTEN SIDING LLL COLOR B'OWNER p F. 15 7YVEK HOUSE WRAP OR EQUAL w WINDOW i }•PLYWOOD SHEATHING O 4' x kl R-19 BATT INSUL(PICTURE FRAME AIR O s ;,g SEAL TO MEET BLOWER DOORREQM'T) Q OA OA pO LL5 =-_-- ELEMENTS ABOVE a 2x8S7UDS@16.O.C. ^,a }'GYPSUM WALL BOARD w --- GIRDER/HEADER ABOVE 7.0.1STFLR T.0.ISTFLR. POST DOWN IT Pff I INTERCONNECTED COMBINATION 051 D SMOKE AND CARBONMONOXIDE CO DETECTORS AS PER R314 OF THE RIGHT SIDE ELEVATION IRCONYS AND 915 OF THE IFCONYS SCALE: 1!4"=1'-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFELY DURING THIS PHASE OF WORK a SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,a LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS.LIFE SAFETY CODES,6 HAZARDOUS MATERIAL REMOVAL a DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY a HOLD HARMLESS THE OWNER THE ARCHITECT,AND THEIR AGENTS 8 EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITKINS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REC'D. ® \ THE ARCHITECT SHALL BE HELD HARMLESS ANY AGENCY FOR ANY"ERRORS a OMISSIONS'ON THESE DOCUMENTS. / TYPICAL ROOF CONSTRUCTIC If Hu \nil Hill[Hull unit Hull uu 11 11-1 Illux 35 YEAR ARCHITECTURAL ASPHALT SHIN LES THE CONTRACTOR IS SOLEY RESPONSIBLE FOR / (COLOR DETERMINED BY OWNER) 'METHODSSMEANS'OF CONSTRUCTION.THE 15N ROOF FELT a ICE AND WEATHER SHI ARCHITECT IS NOT RESPONSIBLE FOR FIELD / \ 12'PLYWOODSHEA7HING SUPERVISION. R-38 OPEN CELL SPRAY —- / FOAM INSULATION(HOT ROOF) I 'L/./ RAFTERS AS NOTED .2ND FLR T.O.2ND FLR v YT.OWIt � / PLATE LL~ FM s pew C pw 4. Fi wu S o- pia / _ �0 �AF NJ � HE] T.O.2ND FLR / \ I T.O.2ND FLR jo,SUB-FLOOR SUB-FLOOR T.O.1 ST FLR •LATE_ —___ _ __-_-____—_—_ _ _ _—_______—_ _ -_- T.O.IST FLR v P PLATE TYPICAL EXTERIOR OtE WALL CONSTRUCTION: I BOARD a BATTEN SIDING 00 Fi s EaCOLOR BY OWNER t9 g W = TYVEK HOUSE WRAP OR EQUAL I o o KAZEI;ARCHITECTURE yaya9 I }'PLYWOOD BREATHING R. BATT INSUL.(PICTURE FRAME AIR �¢ E j F 2x 8 STO M E 1BLOWER DOOR REOM'T) 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 �'GYPSUM WALL BOARD < Phone:631-874-2925 Fax:631-874-7377 T.O.IST FLR _ _ T.O.IST FLR. keri@,ke2elarchitects.eom Proposed Home for: YF DJ Custom Homes REAR ELEVATION 265 Arshamomaque Avenue SCALE: 1/4"=V-0" Southold,New York 11971 Town of Southold 18.6'SETBACK 16'-6'SETBACK County of Suffolk SCTM#:1000-56-2-14 FEMA:X Elevations Date:April 16,2024 Scale:As noted AS T)--:--.TT- NU 1 ES: BRACED WALL LINE'D': 40'-0° -P TABLE R602.10.3(1) ' REQUIRED CS-WSP. 17'-0' TABLE R602.10.3(1) CS-WSP PROVIDED: 181-W MINIMUM LENGTH OF BRACED TABLE WALL PANELS FOR CS-WSP: 32' R602.10.3(1) TABLE R602.10.5 PROVIDED MIN.LENGTH OF BRACED EXPOSURES WALL PANEL FOR CS-WSP: W 2 STORY MINIMUM°g'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED}MIN.SHEATHING MIN.8d NAILS 6°O.C.ALONG EDGES/12'O.0 FIELD AS PER TABLE R61)2.3(3)ITEM#30 ------ ------ - ---- --- SYMBOL LEGEND 40'-0'B CED LINE 1D' , 1 ' 4'-5 ' EARTH .W.' 7'-0' B.W P. 8'-0° B. .P. , .W.. 6'-0 w.,. ; POURED CONCRETE OR 8"CMU BLOCK I I EXISTING STUD WALL 1 ; ; TO REMAIN 1 --------� EXISTING STUD WALL -------- TO BE REMOVED NEW 2x 4 OR 2x 6 I I v STUD WALL @ 16"O.C. J0 JOISTS ABOVE zd i i As SECTION I DETAIL ---------------------------------------- a d BUILDING SECTION I I WINDOW m 1 l ----- ___ ELEMENTS ABOVE 1 � � I GIRDER/HEADER ABOVE 1 I 1 -------------------------------------------- ■ POST DOWN ___________________ 1 i BRACED WALL LINE°E': 43'-4° TABLE R602.10.3(1) L1 ' _ _ _ __ i ?+. INTERCONNECTED COMBINATION REQUIRED CS-WSP: 184' TABLE R602.10.3(1) W - m < SD SMOKE AND CARBONMONOXIDE CSWSP PROVIDED: 4D'-0' i_ v`�CO DETECTORS AS PER R314 OF THE _________________ - `Y ( -------------------- -i- ;o IRCONYS AND 915 OF THE IFCONYS MINIMUM LENGTH OF BRACED TABLE WALL PANELS FOR CS-WSP: 32" R602.10.3(1) TABLE R602.10.6 PROVIDED MIN.LENGTH OF BRACED EXPOSURE e p i 1 W CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE WALL PANEL FOR CS-WSP: 241}' 2 STORY i OF WORK&SHALL COMPLY WITH ALL APPLICABLE m i II�I�\j�OI-0 m FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING MINIMUM I°EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 17 MIN.SHEATHING Y 1 II/\N� BUT NOT LIMITED TO BUILDING CODES,OSHA MIN.8d NAILS 6°O.C.ALONG EDGES/12°O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 Z, REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS 1 r- BRACED WALL LINE'C: 59'-01 TABLE R602.10.3(1) MATERIAL REMOVAL&DISPOSAL. REQUIRED CS-WSP: 6'-1} TABLE R602.10.3(1) 1 i 9 FT ADJ.FACTOR: 6'-11'x 0.95=5'-10- TABLE R602.10.3(2)ITEM#3 THE CONTRACTOR SHALL INDEMNIFY&HOLD ' ® I GWS.ADJ.FACTOR: 5'-10'k0.7=4'-1' TABLE R602.10.3(2)ITEhf#7 HARMLESS THE OWNER THE ARCHITECT,AND laws ® '-'------'i U THEIR AGENTS&EMPLOYEES FROMAND AGAINST CS-WSP REQUIRED: 4'-1' a z CS-WSPPROVIDED: 3T-2' ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES w - - ARISING OUT OF OR RESULTING FROM ANY OF THE 3 MINIMUM LENGTH OF BRACED ITEMS LISTED ABOVE a 3 WALL PANELS FOR CS-WSP: 32' TABLE TABLE R602.10.5 1 p PROVIDED MIN.LENGTH OF BRACED R602.10.3(1) THE CONTRACTOR SHALL VERIFY ALL FIELD 3 U WALL PANEL FOR CS-WSP: 751' EXPOSURE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 2 STORY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE _ MINIMUM t8d NAILS EXTERIOR SHEATHING AS PER TABLE AS (3)SPECIFIED.•MIN.SHEATHING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 6 MIN.8d NAILS 6'O.C.ALONG EDGES/12°O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 THE ARCHITECT SHALL BE HELD HARMLESS BYANY AGENCY FOR ANY'ERRORS&OMISSIONS'ON INSTALL CSWSP WITH GBAS PER TABLE R60TMEN&WIND ADJUSTMENTBOAR FACTOR THESE DOCUMENTS. -------- 4 BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4'O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM THE PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. M THOD38AMTEANS'OFOR IS OCON8TRUCTIONI THELEY RESPONSIBLE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. Iq BRACED WALL LINE'F': 101-8' TABLE R602.10.3(1) 1 m REQUIRED CS-PF: 5'-31' TABLE R602.10.3(1) _ 9 FT ADJ.FACTOR: 5'-34-X 0.95=5'-* TABLE R602.10.3(2)ITEM 93 yq a GWB.ADJ.FACTOR: T-Olk 0.7=Y-6} TABLE R602.10.3(2)ITEM 07 � N m CS-PF REQUIRED: 314 CS-PF PROVIDED: 4'-V MINIMUM LENGTH OF BRACED J WALL PANELS FOR CS-PF: 18• TABLE TABLE R602.10.5 3 4 I m PROVIDED MIN.LENGTH OF BRACED R602.10.3(1) p WALL PANEL FOR CS-PF: 28- EXPOSURE B u1 `D I 1 L_ _____________ I 2 STORY SEE FIGURE R602A0.6A FOR CONTINUOUSLY j SHEATHED PORTAL FRAME PANEL CONSTRUCTION R i 16 INSTALL CS-PF WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR c N 3 i f° BASED ON TABLE R602.10.3(2)ITEM 07 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS o1 _ PLATES ff AESAND ALL HORIZONTAL IZONTAC.ALONG PANE BE EDGES BLOCKECLUDING TOP AND BOTTOM ' 4 KAZEII ARCHITECTURE PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. i 1 I I I 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 i 1 I Phone:631-874-2925 Fax:631-874-7377 ' i m keri@kuelarchitects.com PROPOSED FIRST FLOOR BRACING CALCULATIONS 1 - ------ ----- -- -----U ___ Pro osed Home for: P---------1----- DJ Custom Homes SCALE: 1f4"=1'-0" NOTES: - - ------ ----- -- ----- �.. .. BRACING REQUIREMENTS ARE BASED ON - TABLE R602.10.3(1)FOR<140 MPH WIND SPEED. 265 Arshamomaque Avenue 11° 2'-1021° 1 Southold,New York 11971 B.W.P. V-0' B.W.P. 6-`2" z- ' s'-s• 2' Town of Southold 17'-5°BRACED WALL LINE•A- 12'-T BRACED WALL LINE"B° County of Suffolk SCTM#:1000-56-2-14 FEMA:X BRACED WALL LINE'A': 1T-5' TABLE R602.10.3(1) BRACED WALL LINE'S': 12'-7 TABLE R602.10.3(1) REQUIRED CSPF: 4'-q TABLE R602A0.3(1) REQUIRED CS-PF: &-2' TABLE R602.10.3(1) First Floor Bracing CSPF PROVIDED: 6-21' CSPF PROVIDED: 4'-1• MINIMUM LENGTH OF BRACED R MINIMUM LENGTH OF BRACED Calculations WALL PANELS FOR CSPF: 16' LJ TABLE R602.10.5 WALL PANELS FOR CS-PF: 18' g TABLE RBD2.%0 PROVIDED MIN.LENGTH OF BRACED PROVIDED MIN.LENGTH OF BRACED Date:April 16,2024 WALL PANEL FOR CS-PF: 28° WALL PANEL FOR CSPF: 2V ^ SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY SEE FIGURE R602.10.6A FOR CONTINUOUSLY Scale:As noted IA9 SHEATHED PORTAL FRAME PANEL CONSTRUCTION SHEATHED PORTAL FRAME PANEL CONSTRUCTION NO I t5: 40'-0'BRACED WALL LINE"I' BRACED WALL LINE'I': 40'-0' TABLE R602.10.3(1) 4, 5'-7112 3'-61 3'3Z' 3'-31' REQUIRED CS-WSP: 9'-0° TABLE R602.10.3(1) -7, 4 2 8 FT ADJ.FACTOR: 9'-0'x 0.9=V-1}° TABLE R602.10.3(2)ITEM#3 B.W.P. 5'4° B.W.P. 8'4• B.W.P. B.W.P. V-0• B.W.P. GWB.ADJ.FACTOR: 8'-11'x 0.7=V-0 TABLE R602.10.3(2)ITEM#7 CS-WSP PROVIDEREQUIRED: CS-WSP D: 20'4' MINIMUM LENGTH OF BRACED WALL PANELS FOR CS-WSP: 35' TABLE TABLE R602.10.5 PROVIDED MIN.LENGTH OF BRACED R602.10.3(1) WALL PANEL FOR CS-WSP: 391" EXPOSURES 2 S70RY SYMBOL LEGEND MINIMUM'g'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED�'MIN.SHEATHING MIN.8d NAILS 8'O.C.ALONG EDGES 112'O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 INSTALL CS-WSP WITH GB AS PER TABLER602.10.4&WINO ADJUSTMENT FACTOR EARTH BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM __-__-_ .. I'. POURED CONCRETE r----------- ------------- -------------- --------------------- •.F PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. I I OR 8"CMU BLOCK EXISTING STUD WALL (� TO REMAIN EXISTING STUD WALL I -------� TO BE REMOVED I 0 NEW 2x4OR2x6 i STUD I _ I a N3 JOB JOISTSABOVE �m I I SECTION/DETAIL ZW I I 5 Q 1 I AS I I I I A51 BUILDING SECTION w I I WINDOW m I I 1 I ELEMENTS ABOVE BRACED WALL LINE•J': 27-q' TABLE R602.10.3(1) 'i)? I 1 REQUIRED CS-WSP: &-6@ TABLE R602.10.3(2) - 8 FT ADJ.FACTOR: 6'-0'x 0.9=5'-101' TABLE R602.10.3(2)ITEM#3 L————J ---------------------------------"- GWB.ADJ.FACTOR: S-101°x 0.7=4'-1P TABLE R602.10.3(2)ITEM#7 a: BRACED WALL LINE°H': 43'-6' TABLE R607.10.3(1) GIRDER/HEADER ABOVE CS-WSP REQUIRED: 4'-1}' ja `? REQUIRED CS-WSP: 9'-W TABLE R602.10.3(1) CS-WSP PROVIDED: 21--Q H D "m 8 FT ADJ.FACTOR: 9'-81'x 0.9=8'-9° TABLE R602.10.3(2)ITEM#3 MINIMUM LENGTH OF BRACED ILJI _ = GINS.ADJ.FACTOR: 8'-9X 0.7=V-1}' TABLE R602.10.3(2)ITEM 97 ■ POST DOWN WALLPANELS FORCS-WSP: 36" TABLE TABLE R602.10.5 3 w CS-WSP REQUIRED: g'-71' PROVIDED MIN.LENGTH OF BRACED R602.10.3(1) w 9 _6 3 CS-WSP PROVIDED: 30'-1D° INTERCONNECTED COMBINATION '9 ,��SD SMOKE AND CARBONMONOXIDE WALLPANEL FOR CS-WSP: 1291" �2 STOURV B 1 < MINIMUM LENGTH OF BRACED •NCO DETECTORS AS PER R3140F THE 3 WALL PANELS FOR CS-WSP: 35' TABLE TABLE R602.10.5 IRCONYS AND 915 OF THE IFCONYS MINIMUM°g•EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 1'MIN.SHEATHING rho m PROVIDED MIN.LENGTH OF BRACED R602.10.3(1) MIN.8d NAILS 6°O.C.ALONG EDGES 112'O.0 FIELD AS PER TABLE R602.3(3)ITEM 930 U� V WALL PANEL FOR CS-WSP: 39' EXPOSURES; CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 3 2STORY MAINTAINING JOB SITE SAFETY DURING THIS PHASE INSTALL CS-WSP WITH GB AS PER TABLE R602.10A&WIND ADJUSTMENT FACTOR m MINIMUM EXTERIOR SHEATHING ASPER TABLE R602.3(3)SPECIFIED}MIN.SHEATHING OF WORK&SHALL COMPLY WITH ALL APPLICABLE BASED ON TABLE'R602.10.3(2)ITEM 07 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS i i E - :4 MIN.8d NAILS 6'O.C.ALONG EDGES!12'O.0 FIE(D AS PER TABLE Rfi02.3(3)ITEM#30 SHALL BE FASTENED AT 44 O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. a I I u e INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BUTUL T LIMITED NS.LIFE TQ SUETY C CODES.OSHA 6 REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS 3 I I `7 3 BASED E TABLE ED AT 4'O.ITEM N ADJUSTMENT FOR GYPSUM BOARD ALL WALLS MATERIAL REMOVAL 8 DISPOSAL, i°m SHALL BE FASTENED AT 4'O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM m p PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. w I I THE CONTRACTOR SHALL INDEMNIFY&HOLD O I I 0 HARMLESS THE OWNER THE ARCHITECT,AND I I q THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES I I ARISING OUT OF OR RESULTING FROM ANY OF THE I I ITEMS LISTED ABOVE. I I THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY I _ ------- CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE.FOR FIELD MEASUREMENTS AS RE°'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 1n I I I AGENCY FOR ANY"ERRORS&OMISSIONS'ON BRACED WALL LINE"K': 18'-5}' TABLE R602.10.3(1) v I I THESE DOCUMENTS. REQUIREDCS-WSP: 4%7e TABLE R602.10.3(1) i I I Iva CS-WSPPROVIDED: IV.I' i ( ) m THE CONTRACTOR IS SOLEY RESPONSIBLE FOR I I `METHODS&MEANS'OF CONSTRUCTION.THE MINIMUM LENGTH OF BRACED TABLE I I I ARCHITECT IS NOT RESPONSIBLE FOR FIELD WALL PANELS FOR CS-WSP: 35" R602.10.3(1) TABLE R602.10.5 z SUPERVISION. PROVIDED MIN,LENGTH OF BRACED EXPOSURES ? I _--_--__-_ I I 2STORY L I I WALL PANEL FOR CS-WSP: 55�° -------------Q I I MINIMUM'g'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED I-MIN.SHEATHING w MIN.8d NAILS 6'O.C.ALONG EDGES 112'O.0 FIELD AS PER TABLE R602.3(3)ITEM 930 INSTALL CS-WSP WITH GB AS PER TABLE R602.10A&WIND ADJUSTMENT FACTOR m BASED ON TABLE R602.10.3(2)ITEM 97 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4'O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINT'S MUST BE BLOCKED. a I 3 r m ' I I 1 I I i I I I I 1 1 I 1 I 1 I r I r PROPOSED SECOND FLOOR BRACING CALCULATIONS 24 2'4 ,'-,DZ B.W.P. 6'-0` B.W.P. .BRA WA B• G"i 10'-5' .W.P.I KAZEL ARCHITECTURE SCALE: 1/4"=V-0" 30'-0'BRACED WALL LINE'G°I NOTES: i _ BRACING REQUIREMENTS ARE BASED ON r-� r-� 2 Windemere Court,P.O.Box 169,SPeoDk,NY 11972 TABLE R602.10.3(1)FOR<140 MPH WIND SPEED. Li i_� ----R---------- ----------n Phone:631-874-2925 Fax:631-874-7377 II keri@kazelarchitectscom n . - Proposed Home for: BRACED WALL LINE°G": 30'-0' TABLE R602.10.3(1) DJ Custom Homes REQUIRED CS- T-0' TABLE R602.10.3`) 265 Arshamomaque Avenue 8 FT ADJ.FACTOR: : T-0'x 0.9=64 2 ' ' TABLE R602.10.3 2 ITEM#3 GWB. 4ADJ.FACTOR: 6' "x 0.7=4'-5} TABLE R602.10.3(2)ITEM#7 Southold,New York 11971 CCS-PFS-PF PROVIDED: 10'-7' IILLQ—Jlil Town Of.Southold MINIM PROVIDED: f0'-7• County Of Suffolk MINIMUM LENGTH OF BRACED WALL PANELS FOR CS-PF: 18" TABLE TABLE R602.10.5 SCTM#: 1000-56-2-14 FEMA•X PROVIDED MIN.LENGTH OF BRACED R602.10.3(1) CS-P WALL GU EL FOR 10.6.4 2SL EXPOSURE B Second Floor Bracing SEE FIGURE Rfi02.10.6.4 FOR CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION Calculations INSTALL CS-PF WITH GB AS PER TABLE R602.10.4 8 WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4.O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Date:April 16,2024 PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. _ O Scale:As noted EXTENT OF HEADER WITH IT-S'BRACED WALL LINE'A' 6. 12'-7'BRACED WALL LINE'B' DOUBLE PORTAL FRAMES 69'-0'BRACED WALL LINE•C' (TWO BRACED WALL PANELS) 74• 7.10�' 4'-0' T-O'B.W.P. 3'-0' T-3'B.W.P. 4'-0' 10'-1°B.W.P. 3'-0' 6'3�'B.W.P, 3,-0. 6'-3�'B.W.P. B.W.P. V-0' I.B. 2,y2• 843° 7.1. ZAV FINISHED WIDTH OF OPENING�2 F R SINGLE OR DOUBLE PORT SIMPSON CMSTC16 25'LENGTH COIL STRAPS(4,585#)(MIN.3,125#AS PER TABLE R602.10.6.4)ON GARAGE SIDE W.P. FASTEN KING STUD TO HEADER WITH 6•16d SINKERS E NET HEADER FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3' _ GRID PATTERN AS SHOWN. rs4.MIN.O.S.B.WOOD STRUCTURAL r+ PORTAL PANEL SHEATHING. CONST. p qPANEL SPLICE EDGES SHALL OCCUR F- mMIN. MM. OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24.0E EH H ® ® ® LENGTH THE PORTAL-LEG HEIGHT ONE ROW X, 9EL 18'AS OF 3'O.C.NAILING IS REQUIRED IN Xxz x E LE R602.10.5 EACH PANEL EDGE. LSEE FIGURE R602.10.6.4 SEE FIGURE RSI)ZI0.6.4 1 MINIMUM DOUBLE 2x4 FRAMING FOR CONTINUOUSLY FORCONTINUOUSLY COVERED WIDi MIN.�g'THICK MINIMUM�'EXTERIOR BREATHING AS PER TABLE R602.3(3)SPECIFIED 1•MIN.SHEATHSHEATHED PORTAL SHEATHED PORTAL LE PLATE TO O.S.B.STRUCTURAL PANEL MIN.8tl NAILS 6'O.C.ALONG EDGES 112'O.0 FIELD AS PER TABLE R602.3(3)ITEM 030 FRAME PANEL CONSTRUCTION LFRAME PANEL CONSTRUCTION JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR GALVANIZED BOX NAILS AT 3'O.C. INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4 S WIND ADJUSTMENT FACTOR OVER RAISED WOOD FLOOR IN ALL FRAMING(STUDS,BLOCKING, BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS OVERLAP OPTION AND SILLS)TYPICAL. SHALL BRACED WALL LINE"A" BRACED WALL LINE"B" PLATES AND ALLHORZONTAL JOINTS MUST BE BLOCKEDLUOING TOP AND BOTTOM ATTACH SHEATHING TO BAND OR SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" RIM JOIST WITH 8D COMMON NAILS FIGURE R602.10.6.4 ATTO.C.TOP BBOTTOM BRACED WALL LINE"C" METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL SCALE: 1/4"=V-0" FRAME PANEL CONSTRUCTION EXTENT OF HEADER WITH 43'-4•BRACED WALL LINE'E' 10'-8°BRACED WALL LINE T' DOUBLE PORTAL FRAMES 40'-0'BRACED WALL LINE°D' (TWO BRACED WALL PANELS) 20'-11'BRACED WALL PANEL 20'-22'BRACED WALL PANEL 2�' 7�' 7-10' 3'$' 4'-5 3.-y. 2 3'-0' B.W.P. 6'-0' B.W.P. 7-18'FIN ISHED WIDTH OF OPENING B.W.P. 6'-0' B.WP. B.W.P. 8'-0' B.W.P. V-0• B.W.P. F R SINGLE OR DOUBLE PORTA SIMPSON CMSTC1621"LENGTH COIL STRAPS(4,685 9)(MIN.3,125#AS PER TABLE R602.10.6.4)ON GARAGE SIDE FASTEN KING STUD TO HEADER WITH 6-16d SINKERS = MIN.3x 12 NET HEADER Q FASTEN SHEATHING TO HEADER WITH 8d w COMMON OR GALVANIZED BOX NAILS IN 3' �� J GRID PATTERN AS SHOWN. IT ITTYPICAL PORTAL i MIN.O.S.B.WOOD STRUCTURAL VV ]I IL FRAME CONST. PANEL SHEATHING. 6i PANEL SPLICE EDGES SHALL OCCUR 56 1'4i' 1'•8' OVER AND BE NAILED TO COMMON X MIN. MIN. BLOCKING WITHIN THE MIDDLE 24'OF 4� MINIMUM LENGTH THE PORTAL"LEG HEIGHT ONE ROW 4 OF PANEL 18'AS OF T O.C.NAILING IS REQUIRED IN P>\ ER TABLE R602.10.6 EACH PANEL EDGE. MINIMUM J'EXTERIOR SHEATHING AS PER MINIMUM J'EXTERIOR SHEATHING AS PER I MINIMUM DOUBLE 2x 4 FRAMING SEE FIGURE OUST 0.6.4 FOR CONTINUOUSLY COVERED WITH MIN.)iq°THICK ABLE d IL(3)SPECIFIED�'MIN.SHEATHING ABLE R602.3(3)SPECIFIED 1'MIN.BREATHING SHEATHED PORTAL NAIL SOLE PLATE TO O.S.B.STRUCTURAL PANEL MIN,ed NAILS 6'O.C.ALONG EDGES/1T O.0 MIN.Bd NAILS 6'O.C.ALONG EDGES/1T O.0 FRAME PANEL CONSTRUCTION JOIST PER TABLE R6023(1) SHEATHING WITH 8d COMMON OR FIELD AS PER TABLE R602.3(3)ITEM q30 FIELD AS PER TABLE R602.3(3)ITEM#30 GALVANIZED BOX NAILS AT 3'O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING(STUDS,BLOCKING, BRACED WALL LINE"D" EXTENT OF HEADER WITH BRACED WALL LINE"E" BRACED WALL LINE"F" OVERLAP OPTION AND SILLS)TYPICAL. DOUBLE PORTAL FRAMES ATTACH SHEATHING TO BAND OR SCALE: 1/4"=V-0" (TWO BRACED WALL PANELS) SCALE: 1/4"=V-0" SCALE: 1/4'=V-0" RIM JOIST WITH BD COMMON NAILS 2'-1B'FINISHED WIDTH OF OPENING FIGURE R602.10.6.4 AT W O.C.TOP&BOTTOM 7INGUE OR DOUBLE PORT4 SIMPSON CMSTC1626'LENGTHCOIL STRAPS(4,585#)(MIN.3.125#AS PER METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL 30'-0'BRACED WALL LINE'G' TABLE R602.10.8.4)ON GARAGE SIDE FRAME PANEL CONSTRUCTION FASTEN KING STUD 2-4' 2'-0° I.A. 2'-4' t'-6' WITH 6-16d SINKERSO HEADER 43'-6'BRACED WALL LINE'H' B.W.P. 6-0' B.W.P. .W.P., T-0• B.W.P.6 MR NET HEADER FASTEN SHEATHING TO RENDER WITH Btl 173' Y-3' T-T 12'-1' O B.W.P. Y-W B.W.P. 6'-8' B.W.P. T-0' B.W.P. wCOMMON OR GALVANIZED BOX NAILS IN 3' _ GRID PATTERN AS SHOWN. �a"MIN.O.S.B.WOOD STRUCTURAL T+ u L PORTAL PANEL SHEATHING. CONST. �E]j a p1~ WPANEL SPLICE EDGES SHALL OCCUR % 1'- 1'-0• OVER AND BE NAILED TO COMMON MIMIN. BLOCKING WITHIN THE MIDDLE 24'OF 9 M LENGTH THE PORTAL"LEG HEIGHT ONE ROW 4 EL 18'AS OF 3'O.C.NAILING IS REQUIRED IN N BLE R602.10.5 EACH PANEL EDGE. ( I MINIMUM DOUBLE 2x 4 FRAMING COVERED WITH MIN.J*THICK OLEPLATETO O.S.B.STRUCTURAL PANELPER TABLE R6D2.3(1) SHEATHING WITH Btl COMMON OR GALVANIZED BOX NAILS AT 3'O.C. SEE fIGURE Rfi02.10.8.4 OVER RAISED WOOOR IN ALL FRAMING(STUDS,BLOCKING, MINIMUM�'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED}'MIN.SHEATHINGSHEATHFORCO TINUOUALY OVERLAP OPTIONAND SILLS)TYPICAL MIN.8d NAILS 6"O.C.ALONG EDGES/1T D.0 FIELD AS PER TABLE R602.3(3)ITEM#30 SHEATHED PORTAL FRAME PANEL CONSTRUCTION ATTACH SHEATHING TO BAND OR BRACED WALL LINE"H" INSTALL CS-WSP WITH GB AS PER TABLE R602.10.48 WIND ADJUSTMENT FACTOR RIM JOIST WITH BID COMMON NAILS BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS i� FIGURE R602.10.6.4 AT 3'O.C.TOP B BOTTOM SCALE: 1/4"=V-0" SHALL BE FASTENED AT 4-O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM �� BRACED WALL LINE G METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. SCALE: 1!4"=1'-0" FRAME PANEL CONSTRUCTION 40-0•BRACEDWALL LINE•P 27-q-BRACED WALL LINE-J' 18'-q-BRACED WALL LINE 9C KAZEL ARCHITECTURE 3'-3• 3'3' 3'-62' 5'-71' q-7• 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 B.W.P. 6'-0' B.W.P. B.W.P. 8'�' B.W P. 5'�' B.W.P. 10'-8'BRACED WALL PANEL 6,-0. 10'-9�'BRACED WALL PANEL a'-72•B.W.P. sa• 6'-6•B.w.P. Phone:631-874-2925 Fax:631-874-7377 keri@kazelarchitects.com Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue Southold,New York 11971 Town of Southold El EHI County of Suffolk Flo H X LEE V� x xx [Z SCTM#:1000-56-2-14 FEMA:X XXL I L./ I — MINIMUM}-EXTERIOR SHEATHINGASPERTABLER602.3(3)SPECIFIEDI MIN.SHEATHING MINIMUM°EXTERIOR SHEATHING AS PERTASLER602.3(3)SPECIFIEDPMIN.SHEATHING MINIMUM°EXTERIOR SHEATHING AS PER TABLER6023(3)SPECIFIED�•MIN.SHEATHING First& Second Floor MIN.ed NAILS 6'O.C.ALONG EDGES/1T O.0 FIELD AS PER TABLE R602.3(3)ITEM tl30 MIN.8d NAILS 6'O.C.ALONG EDGES/12.O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 MIN.8d NAILS 6.O.C.ALONG EDGES/12.O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 Bracing Diagrams INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4 8 WIND ADJUSTMENT FACTOR INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4 8 WIND ADJUSTMENT FACTOR INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4 8 WIND ADJUSTMENT FACTOR BRACED WALL LINE"I" BASED ON TABLE R602.10,3(2)ITEM 07 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS BASED ON TABLE R60210.3(2)REM 97 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SCALE: 1/4'=1'-0" SHALL BE FASTENED AT4'O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM SHALL BE FASTENED AT4'O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM SHALL BE FASTENED AT4.O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Date:April 16,2024 PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. BRACED WALL LINE"J" BRACED WALL LINE"K" Scale:As noted All NO I tS: FASTENING SCHEDULE-TABLE R602.3(1)-ABBR. TABLE R802.11-ABBREVIATED TABLCEILIN J NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER/CEILING JOIST WALL BRACING:BUILDINGS SECTION R6 BRACED IN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND(POUNDS PER CONNECTION a.bAc1,e,I,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e.0 ACCORDANCE WITH IRC SECTION R SECTION OR WHEN APPLICABLE,SECTION R602.12.OR SECTION R602.10.4.2 ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PEP CONTINUOUS SHEATHING METHODS.SEE BRACED WALL MPH Vuit ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF 1 BLOCKING BETWEEN CEILING JOISTS 4-Bel BOX(2-1/2')Oft EACH RAFTER,TOE NAIL DOUBLE TOP ROOFSPAN DRAWINGS. OR RAFTERS TO TOP PLATE 3-8d COMMON RAFTER ROOF ,40(MPH) 12--0'TO 28'.0°ROOF SPAN PLATE 12 FT 2 F 8 36FT OR TRUSS SPAN OF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO 2 CEILING JOISTS TO TOP PLATE 4-Bel BOX(2-1/2')OR EACH JOIST,TOE NAIL 3:12 16'O.C. 5 1 8 1 10 1 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 3-8d COMMON SPACING (FEET) <5:J2 x5:12 412 16°O.C. 4 8 e 10 FSEC OUNDATION, 11.1 FROM THE ROOF ASSEMBLY TO THE 12 342 322 5:12 16.O.C. 3 5 5 8 FOUNDATION. 3 CEILING JOISTS NOT ATTACHED TO d•10tl BOX(3')OR FACE NAIL 18 342 322 7:2 16'O.C. 3 4 5 PARALLEL RAFTER,LAPS OVER PARTITION 3•t6d COMMON(31°) 24 422 396 9:12 16,O.C. 3 4 4 5 (SEE SECTION R802.5.2 AND TABLE R802.5.2) 4.3'x0.131'NAILS 16°O.C. 28 476 446 24'MAX 24'MAX 12:12 16°O.C. 3 3 4 4 R802.11.1 UPLIFT RESISTANCE. SYMBOL LEGEND 32 583 496 547 O.H. a.4od box rafts shall be pennifted to be substinded for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1(9) FACE NAIL 36 583 647 O.H. PARALLEL RAFTER.HEEL JOINT 42 664 622 WALL STUD nags. ACCORDANCE WITH SECTIONS DOES NOT AND 200P1UND (SEE SECTION R802.5.2AND TABLE R802.5.2) 4B 745 fi97 USE SIMPSON H2A SEISMIC&HURRICANEJ b.Nailing requirements shall be permitted to be reduced 25 WHERE THE UPLIFT FORCE DOES NOT EXCEED M POUNDS EARTH percent if (g0.8KG)'RAFTERS AND TRUSSES SPACED NOT MORE THAN TIES AT EACH RAFTER TO STUD CONNECTION raga...1h hed. 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE 5 COLLAR TIES OR 1^x 20 GA.RIDGE STRAPS 4-10d BOX 3')OR FACE NAIL TO EACH RAFTER e.The uplift connection Tomes are bases one maximum o-meaWALL POURED CONCRETE ( 18 GAGE-12 BrK1'NAILS IN EACH TIE ATTACHED TO THEIR SUPPORTING ASSEMBLIES IN 3•Joel COMMON 3') roof height end Wjntl Exposure Category B or C.For F�ycsure D,the ( ) c.Heel loam g=,h a are not required where the ridge H supported by OR 8"CMU BLOCK ( UPLIFT:DOUG FIR=575,HEM FIR ACCORDANCE WITH TABLE R602.3 7. 9 upltRrnusing force shellesselectedfrom Ne Exposure Cdweeof ( ) abed-0eadrg WaO,header or ridge beam. () 3-10d COMMON 2 70E NAILS ON ONE SIDES the ladj shrug Me next highestIn Table FGGalad ultimate Shall not a used speed. by THE RE E BASIC WIND CATEGORY DOES NOT ROOFEXCE PI CH MPH, 6 RAFTERS TO TOP PLATE OR 4-10d BOX I TOE MAIL ON OPPOSITE SIDE The stliusimam coefficients in Table R30t2(3)Shan not be used to tl.Where a Intermediate supportwall, of the rafted metjoint com enlrai struts or THE WIND EXPOSURE CATEGORY IS B.THE ROOF PITCH IS o EXISTING STUD WALL OF EACH RAFTER OR TRUSS in the Ubulated forces for Exposums C end D or for omer mean pudlns b e loea-bearing well,the tabulated hwljoint connection 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET(9754 MM) TO REMAIN roof heights. requirements shall be permitted ro be reduced prepoNonally ro the OR LESS,RAFTERS AND TRUSSES SPACED NOT MORE THAN RAFTERS p 24INCHES(610MM)ONCENTERSHALLBEPERMITTEDTOBE EXISTING STUD WALL -1 reeuclror m a ar. 7 ROOF RAFTERS TO 3.10dCOMMON TOENAIL b.The uplift connection forces include anallowene far roof and calling CC--� TO BE REMOVED dead road of l5 f DOUBLE TOP E ATTACHED TO THEIR SUPPORTING WALL IN RIDGE,VALLEY OR HIP assembly ps. quive ant raring panemsare required far wiling )dsl 3-led BOX OR PLATE lap splices. ACCORDANCE WITH TABLE R602.3(7). 2-16d COMMON END NAIL e.The tabulated uplift corneetiw forces are limited to a maximum roof NEW 2x 4 OR 2x 6 Overhang of 24 inches. I.Where rafter gas ere substituted for ceilingjdsls,the heel joint R802.11.1.1 TRUSS UPLIFT RESISTANCE. 28'-0"T048'-0'ROOF SPAN STUD WALL @ 16"O.C. WALL FRAMING connection requirement shaibe taken ofteactbuletedheel slope.t ASSEMBLIES BY OATTACHED TO CAPABLE OF WALL d.The tabulated uplift conneNon tomes shall be parmifleebbe connection requirement for lwo4hlNe of the actualrsMrslope. ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING JOISTS 8 STUD TO STUD(NOT AT BRACED WALL PANELS 161 COMMON(3-112'xD.162') 24°O.C.FACE NAIL wmalrsedby0.75 for conrredions not located wlthln8fwlofbuilding �{��;� JOISTS ABOVE 9 Applies to roof live loan of 20 psf or less, UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS STUD TO STUD AND ABUTTING STUDS AT 161 BOX(3-1/2'x0.162') 16'O.C.FACE NAIL a Forbulldingvwlth hip reofsw,th6:12 and gmaterpitch,the tabulated h.Tebulated he911o1rtconnecom,requirements assume aratceTnglolste DETERMINED BY FIGURE R301.2(4)A AND LISTED IN TABLE 5 9 INTERSECTING WALL CORNERS(AT BRACED uplift comweson forces shall bepemdfted0be multiplied by0.70.This rmRer ties amlocatedat the wilamof the atecwace.Where ceiling R301.2(1)ORAS SHOWN ON THE CONSTRUCTION �--� SECTION/DETAIL WALL PANELS) reduction"I notbe combined with any other redudlw in tabulated 7olsteormfm tlasarelgcetadhl her in the attic.heal Joint connecton DOCUMENTS.UPLIFT FORCES SHALL BE PERMITTED TO BE foieee. 24'MAX. 24'MAX. requireme is shall ncreased th no actors: DETERMINED AS SPECIFIED BY TABLE R802.11.IF APPLICABLE, 10 BUILT UP HEADER 16d COMMON(3-12'x0.162-) 16'O.C.FACE MAIL ALONG EDGES O.H. O.H. HC/HR HeelJwuConrrecllon OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. - S7 BUILDING SECTION f.For wall-to-wal and wall-tefoundallw connectlons,the upfift connection WALLSTUD 113 lus ' IAS 1 CONTINUOUS HEADER TO STUD 5-Bd BOX(2-12-0.113')OR TOENAIL force shall bepermitledWbe reduced by60 pit for each full wall above. 114 1.33 R802.11.1.2RAFTERUPLIFTRESISTANCE. 4-Bd COMMON USE SIMPSON H10S SEISMIC&HURRICANE 1/5 1.25 �T-- g.Linear lnterpoledan between tabulated roof Spans and wind speeds TIES AT EACH RAFTER TO STUD CONNECTION 116 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING - - WINDOW shalt be permlaed. 1/ta or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING 12 TOP PLATE TO TOP PLATE led BOX(3-12°x0.162') 16'O.C.FACE NAIL 18 GAGE-(24)8dxle NAILS IN EACH TIE. UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS h.The tabulated fares,bra 124nch on-center spedng shall be pernitlee (UPLIFT:DOUG FIR=1,010.HEM FIR=870) 1) ERMINEDBYACCEPTEDENGINEERINGPRACTICE. ELEMENTS ABOVE 13 DOUBLE TOP PLATE SPLICE 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN ro be used to determine the uplift load In pounds per(near fact. Where: CONNECTIONS FOR BEAMS USED INAROOF SYSTEM SHALL 12-16d BOX 24'LAP SPLICE LENGTH EA SIDE OF END JOINT) HC=Haight creating Joists or rafter ties measured vertically above the top of the rafter supwd wails. BE DESIGNED IN ACCORDANCE WITH ACCEPTED 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND 16d COMMON(3-12')OR 16'O.C.FACE NAIL HR=He19Mo ridge measured vemcely above the tap of the rafter ENGINEERING PRACTICE. --- GIRDER/HEADER ABOVE JOIST OR BLOCKING(AT BRACED WALL PANELS) 16d BOX(3-12-) 12'O.C.FACE NAIL 15 TOP OR BOTTOM PLATE TO STUD 3-led BOX END NAIL ■ POST DOWN 2-16d COMMON _ CONTINUOUS RIM R403.1.6 FOUNDATION•ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. OR BAND JOIST sD INTERCONNECTED COMBINATION 16 TOP PLATES,LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C;Do,DI AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR FULL HEIGHT BLOCKING CONTINUOUS rY. SMOKE AND CARBONMONOXIDE AND INTERSECTIONS 2-16d COMMON ON CONTINUOUS FOUNDATIONS SHALL BEANCHORED TO IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, FOUNDATIONS AS FOLLOWS: ALONG LENGTH OF BRACED WALL PANEL ='CO DETECTORS AS PER R313 OF IRCONY THE FOUNDATION IN ACCORDANCE WITH THIS BECKON. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD 17 1"BRACE TO EACH STUD AND PLATE 3-16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE BELL ,A PERPENDICULAR IBA BRACED WALL PANEL fPERPENDICULARILFRAMINr COLD-FORMED STEEL FRAMING SHALL BE ANCHORED ABOVE OR BELOW,A RIM JOIST,BAND LENGTH OF T BLOCKING SHALL 2-t6d COMMON D0,D7 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL MAINTAINING JOB SITE SAFETY DURING THIS PHASE FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1).FASTENING 'O.C.ALONG gel @ 6'O.C,ALONG OF WORK&SHALL COMPLY WITH ALL APPLICABLE AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1,PLATE WASHERS CONFORMING TO SECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING,RIM JOIST,BAND JOIST D WAL PANEL BRACED WALL PANEL FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIS 4-8d BOX,3-8d COMMON PER JOIST-TOENAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). BUT NOT LIMITED TO BUILDING CODES,OSHA FOUNDATION IN ACCORDANCE WITH THIS SECTION. D WALL PANEL BRACED WALL PANEL THE FULL LENGTH A OF REQUIRED BRACED WALL LINES REGULATIONS,LIFE SAFETY CODES,&HAZARDOUS 22 RIM JOIST,BAND JOIST IC BLOCKING TO SILL OR Btl COMMON,Joel BOX 6'O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR MATERIAL REMOVAL&DISPOSAL. TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES WOOD EXTERIOR WALLS ON USED.PROPERLY SIZED CUT WASHERS SHALL BE BEMBER RIM JOIST,END JOISTDIRE OTHER PARALLEL FRAMING MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE led @ 16'O.C.ALONG 3-16d @ 16'O.C.ALONG THECONTRACTOR SHALL INDEMNIFY&HOLD 23 BLOCKING TO JOIST 2.10d BOX,2.8tl COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2).CONTAINING BRACED WALL PANELS. 1131- RACED WALL PANEL BRACED WALL PANEL HARMLESS THE OWNER,THE ARCHITECT,AND ALL WOOD SILL PLATES SHALL BE ANCHORED TOTHE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY THEIRAGENTS 8 EMPLOYEES FROM AND AGAINST 24 BLOCKING TO SILL OR TOP PLATE d-16d BOX,3-16d COMMON TOE NAIL FOUNDATION WITH MINIMUM W4NCHOIAMETER 2.INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL,FULL DEPTH BLOCKING AT 16-INCH(408 PERPENDICULAR FRAMING ALL CLAIMS,DAMAGES,LOSSES ANDAND AGAINST EXPENSES (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL ID PROVIDED BETWEEN THE PARALLEL FRAMING ARISING OUT OF OR RESULTING FROM ANY OF THE 25 2•PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3-16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL (1829 MM)ON CENTER OR APPROVED ANCHORS OR WITH FIGURE EACH SIDE OF S THE BRACEDOF WALL PANEL IN ACCORDANCE (1829 MM) CENTER AND LOCATED WITHIN 121NCHES CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS ITEMS LISTED ABOVE. ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE WITH FIGURE ACCORDANCE FASTENING OF BLOCKING AND WALL PLATER 26 BAND OR RIM JOIST TO JOIST 4-10d BOX 3'led COMMON PER JOIST EQUIVALENT ANCHORAGE TO 12-INCH-DIAMETER(12.7 MM) SUP MM)OF THE ENDS OF EACH PLATE SECTION WHEN SHALL BE IN ACCORDANCE WITH TABLE R602.3(,)AND FIGURE OR BAND JOIST ALONG LENGTH C BRACED WALL PANEL LD ANCHOR BOLTS.BOLTS SHALL EXTEND A MINIMUM OF7 SUPPORTED ON ACONTINUOUS FOUNDATION. R802.10.8(2). THE CONTRACTORNOTIFSHALLY HEA ALL ARCHITECT 27 BUILT UP GIRDERS AND BEAMS too BOX 24°O.C.FACE NAIL TO TOPAND BOTTOM INCHES(178 MM)INTO CONCRETE OR GROUTED CELLS OF FIGURE ERPE DICU BRACED WALL PANEL CONNECTION CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 3,INTERIOR BEARING WALL SOLE PLATES SHALL HAVE WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING CONDITIONS NOT ASSUMED HE SHALL TAKE AND CBE y STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET 3.CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY RESPONSIBLE FOR FIELD MEASUREMENTS AS READ. IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. 28 LEDGER STRIP SUPPORTING 4.16d BOX,3-led COMMON EACH JOIST OR RAFTER,FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN THE ARCHITECT SHALL BE HELD HARMLESS BYANY JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. r TINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING AGENCY FOR ANY'ERRORS&OMISSIONS'ON SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 BAND JOIST OR BAND JOIST @]6'O.C.ALONG THESE DOCUMENTS. 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL INCHES(305 MM)OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL FROM EACH END OF THE PLATE SECTION.INTERIOR BEARING FEET(1219 MM)FOR BUILDINGS OVER TWO STORIES IN TOE NAIL Sol NAILS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SUSFLOOR.ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. 6^O.C.ALONG 8d @6'O.C.ALONG AT EACH BLOCKING "METHODS&MEANS'OF CONSTRUCTION.THE ARE NOT PART OF A BRACED WALL PANEL SHALL BE DESCRIPTION OF NUMBERANDTYPE SPACING OF FASTENERS ROOF SHEATHING GABLE POSITIVELY ANCHORED WITH APPROVED FASTENERS.SILL CED WALL PANEL BRACED WALL PANEL MEMBER ARCHITECT IS NOT RESPONSIBLE FOR FIELD BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING 5.STEPPED CRIPPLE WALLS SHALL CONFORM TO SUPERVISION. SUPPORTS PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST SECTION R602.11.2. CED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 30 3/8'T012' fitl COMMON(SUBFLOOR, 6' 12'i 6 DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 WALL) AND R318. 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN 3-Sol NAILS AT EACH 8d COMMON(ROOF) ACCORDANCE WITH SECTION R404.2 ARE USED,THE d @ 16°O.C.ALONG 3.16d @ 16'O.C.ALONG BLOCKING MEMBER EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO 31 19W TO 1' Bel COMMON 6' 12'F 6' 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY CED WALL PANEL BRACED WALL PANEL SHORTER CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL A.ULTIMATE WIND SPEED:140 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6^O.0 SHALL BE ANCHORED TO THE FOUNDATION WITH A BE CONNECTED TO THE WOOD FOUNDATIONS IN FOR A MINIMUM 48'DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS:AND4'ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE ACCORDANCE WITH THE BRACED WALL NTINUOUS RIM ADDITIONAL FRAMING 2-1fid NAILS CENTER THIRD OF THE PLATE SECTION AND SHALL BE PANEL-TO-FLOOR FASTENING EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3 1). BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). ( BRACED WALL PANEL FULL HEIGHT BLOCKING MINIMUM NAIL' MINIMUM WOOD WOOD WALL NAIL SPACING FIGURE R602.10.8 2 BRACED WALL PANEL CONNECTION @ 16'O.C.ALONG NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD 2.CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL () BRACED WALL PANEL PANEL SPAN RATING PANEL THICKNESS SPACING EDGES I FIELD LENGTH OR SHORTER CONNECTING OFFSET BRACED WHEN PARALLEL TO FLOOR/CEILING FRAMING Bel COMMON NAIL 1.75INCH 24/16 12' 16'O,C. 6' 12' BOLTS SSHALL BE PERMITTED. SHALL NCHOR (2-12"x 0.131°) BOLTSSHALL BEPERMITTED.THE WALL SHALL BE BOLTS x12'LONGANCHOR ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0'O.C.MAX.AS PER INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(l). SECTION R403.1.6. BELOW,WOOD STRUCTURAL PANEL GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO R602.10.8.2 CONNECTIONS TO ROOF SHEATHING EXTENDING ABOVE THE TOP THICKNESS ORIENTATION MEMBERS WOOD FRAMING Tx3°x 3ga BEARING PLATE FRAMING. PLATE AS SHOWN IN FIGURE R802.10.8.2(3) TO FRAMING SPACING NAILS SCREWS MIN.CLEARANCE tSIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SWILL BE PERMITTED TO BE FASTENED TO BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-8D NAILS 12' CEILING EI THER DIRECTION 18°O.C. 7' 12' Sd COOLER NAILS PER SECTIONS 4°MIN ACCORDANCE WITHTABLE R602.3(1)AND THIS SECTION. (212 INCHES x 0.131 INCH)AND BLOCKING WALL EITHER DIRECTION 16'O.C. 8' 12" R404.1.6 AND �8'MAX WHERE REQUIRED BY THIS SECTION,BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. R317.1 tA3.---------- - RAFTERS OR FBRACTRUSSES DWALL PAN LS ATTACHED TO KAZEII ARCHI�'ECTURE 5/8' CEILING EITHER DIRECTION 18'O.C. 7° 12' 6tl COOLER NAILS 2-2x6 SILL PLATES WITH TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2.FOR SEISMIC DESIGN CATEGORIES D0,D1 AND D2,WHERE SOLID BLOCKING BETWEEN WALL EITHER DIRECTION 16'O.C. 8' 16' SILL SEAL AND TERMITE AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP FINISHED E SHIELD. R602.3(1).A CONTINUOUS BAND,RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d@6'O.C. TYPE^X'AT 1-7/8'LONG 6d COATED GRADE s ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM)OR LESS,BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED 2 Windemere Court,P.O.Box 169,Speonk,NY 11972 GARAGE CLG. PERPENDICULAR 16°O.C. 8° 6' NAILS OR EQUIVALENT •8°' CONCRETE STEM WALL SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL Phone:631-874-2925 Fax:631-874-7377 THICKNESS PER SECTION REQUIRED BY THIS SECTION.BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE 5/8' BENEATH DRYWALLSCREWS. 7MIN... R404142 keri@kazelarchitects.com HABITABLE SCREWS SHALL COMPLY MIN.DEPTH PER SECTION REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). N O ROOMS WITH IRC SECT.R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES.IN ADDITION TO THE REQUIREMENTS FROST PROTECTION PER i OF THIS SECTION,LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED Proposed Home for: SECTION R403.1AA PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES DJ Custom Homes 4 ACCORDANCE WITH SECTION RB02.8 AND FOR TRUSSES IN EXCEEDS 151 INCHES(387 MM),THE TOP PLATES OF THE _ ACCORDANCE WITH SECTION R802.10.3.ROOF BRACED WALL PANEL SHALL BE CONNECTED TO 265 Arshamomaque Avenue VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING Southold,New York 11971 CONTINUOUS LOAD PATH FOR 1.FOR SEISMIC DESIGN THETO OFTHBANDC METHODS: Town of Southold WHERE THE DISTANCE FROM THE TOP OF THE BRACED • WALL PANFLTO THE TOP OF THE RAFTERS OR ROOF 3.1.SOFFIT BLOCKING PANELS CONSTRUCTED IN County Of Suffolk �2. EYWAY IN CONCRETE TRUSSES ABOVE IS 9114 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.&2(2). FIGURE R602.10.8.2(1) WALL BRACING DETAILS & NOTES ,6'MIN FOOTING PLACED PRIOR TO BLOCKING BETWEEN RAFTERS DI ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION SCTM#: 1000-56-2-14 FEMA:X STEM WALL WSTALL PRIOR NOT BLOCKING REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN BASEMENT OR CRAWL SPACE ALT:94 RE13AR @ 48'O.C. OF THE BRACED WALL PAN EL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS AS PER THE 2020 RESIDENTIAL CODE 4'MIN INTO STEM WALL. RAFTERS ORMM) TRUSSES EEN BLOCKING Load Path Diagrams CONCRETE STEM WALL AND INCHES S O ROOF AND USSES ABOVE EIS ET BLOCKING 3.3.BLOCKING PANELS PROVIDED BY THE ROOF TRUSS SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE for Wall Braced Walls WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. OF NEW YORK STATE ACCORDANCE WITH FIGURE R602.10.8.2(l). ate: 3.4.BLOCKING,BLOCKING PANELS OTHER D April16,2024 EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED ,7 A 12 THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale:AS noted T). :-'I T, BIC -�-..A. 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SCALE:NTS SCALE:NTS SECTION THRU PORCH ROOF SECTION THRU KNEE WALL ALT: SECTION THRU KNEE WALL SCALE:NTS SCALE;NTS SCALE;NTS FIRST FLOOR DETAIL SCALE:NTS v\ CONT} US BE*DF SEAT afSU,JER ,.� •Lj 'g(J TO THE BEST OF MY KNOWLEDGE,BELIEF AND �--•+ -kCAF.SCYUkIP mpA,'ABlGr4W 5Ud1.4T Ciklfiv,ALSiF/6 Qi PROFESSIONAL JUDGMENT,SUCH PLANS OR CQ4T14UOl56FADgFPiRiS�YE ~` �COYfidUOJiEA� —W RAFIR t SPECI FICATIONS ARE IN COMPLIANCE WITH NEALrL4NMO' �E$'.L..�R /.' / (� �(ARy�� THE ENERGY CODE,I HEARBY CERTIFY THAT THE - CONTIGUOUS BEAD' bdr.{f!' .� �,} .'` `.�'1� .-vyNlmfl'.j. PER.0mr, PROPOSED THERMAL ENVELOPE FOR THIS PROJECT �- OFSEAIANT ( :45'.r� ,.: rid �. f PRBr�P - X AS DESIGNED BY MYSELF OR UNDER MY DIRECTION. ` maim „. .6 '•.. °' 1 TiesLYtS}F BC r w ,.. .�, 6,a iN1aSI$.fdW:'FY@dt A1rxiER'UiSi•S.LfRCfi' � SIGNATURE SEAL: d} t TOSC4k7f5m ! FLOORTRUSS 'LfaT.P�IC �{ e i�I !f "-' -�ISIlA77 f-._.�..=`a. 1, �G7iRrAASFuN� aiT ` ASSEt'9lY r~vs1E J •-� ( i J. A ![ gi WE Of ]+•may-� l OFSEVA.Yt F-I_._._-__._x u EtiE71�LLtNUfP.hGPILQt CONTISUOUSBFAD +. I a xrJc rs+ar xCAv YVAUnnd LWEFRJEPfilt r - r Ill 1 \ / —ihlE0 A AS1�Str 5C DFSEAIANT` 4 f ° rlccsunAa %.. lei 6 wuJsrm � x T J'b' e � 1.. 4'I"aTl tUN LAF}:' t,,tT +:I bL'I.F7L1ETiR9iE � - COi'✓1tiYUDU56EAD x �! - �i� )LmET t f r! � 97FFIi DF$EAIANT iriraTlogcvPsu AL1eo�� 777 ' SECTION THRU CABINET SOFFIT < ASAIRBARN�R SECTION THRU SKYLIGHT WITH SECOND FLOOR ABOVE SECTION THRU CABINET SOFFIT SCALE;NTS SCALE:NTS WITH ATTIC ABOVE RIM JOIST(BOX BEAM) DETAIL SECTION THRU SLAB SCALE;NTS SCALE;NTS SCALE:NTS Air Sealing Details Ke-ri KKazel,Architecture AKEAFFs E I 2 W(!demeie Court NDJOINTS J I Plo.r6b 169 ' 6' C 3Y 11972 Php=T Phone�631:87¢2925 1K` v T Fa:,631 874-7377 _� I r D keri(7�Cazelarchitects.com Date:May 12,2020 DUCT SEALING DETAILS Scale:As noted DI SCALE:NTS Project No. WiHiORQIASENA LS TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION --1E/97TRA2:ZWAM 1 EPEPENETRAATNftI tfRAVD;REIMMD +�' � �' ;� + COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA _ I EXtlAl9BGF0A51AT GENERALREOUREMENTS ACONTNUOUSARBARRER SHALL BE AR.PERMEABLEN6ULATIONSHALL NOT BE USED ASA %� 1------ -t----, F'FRUMOF MFE INSTALLED LATHE BULDWG ENVELOPE. SEALING MATERIAL. —f —it631Ri0uleJ y{ an1Nexbmv — MNPRGfltE&HE4TfL7GEXTERIOR THERMAL ENVELOPE CON1rAINS A CONTINUOUS AR BARKER.BREAKS OR � �� 1 �. }"( I CLOMIEATEXiERWRWNI JOINTS INHEAR BARRERSHALL BE SEALED. sE1llNt �{ CCMIAUOLSBFA9 CEILWG/ATTC THEAIR BARKER NAVY DROPPED THE NSULATgNNANY DROPPED CEILNOSOFFIT CEILNGWSOFFIT SHALL BE ALIGNED WITH SHALL BE ALIGNED WITH H R E A BARRIER. —t�iiaiRtRoa�an aR+F.A2 S1AC91TfATiLB _i .®.. UII / \ INSULATION E IULATION AND ANY GAPS E A l�Y`� Il�.1A11O IEN�L�A� —G9ILPJIAT@R •'� ttEUA�6fE3kt A `\� /X h ` BARR 50 ELL BE SEALED. ,DROP DOWN STAIR OR $�I.OSLRL mR �•(pYy,ji J, �!!! I1 KNEE WALL DOORS L ESEALE UNCONDITIONED LIN?R�FL'Y.Sll "eLLITBCREfT31'ir1 �e ATTIC SPACES SHALL BE SEALED. �FS41LIifIROtBEA?TY5 C i,'GW,ttl4s$(W,Ty1Q 51EATm4 BLCRrorsTw-xDYw sxEun — IA9DmppGpYG WALLS HEJUNCTgN OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF FRAME ��„ I)L�LO� CF p'-�V IPDAB FFi9iJ'.E'811 j f SILL PLATE SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING• .0 i R �,•� R541S1C4➢6C{uK; 1 �.{ EXIFAI7t NSIIlATF.0VAL HE JUNCTION OF HE TOP PLATE AND TOP HE CAVITY WITH A MATERIAL HAVING A THERMAL OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R3 PER NCH MINIMUM. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR SRO.RDFFk'rdCf .______ _ FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL Y ` ElR'JGYGfO�d V � _ v '� I- PLAN OF INTERIOR PIPE/ CONTACT AND CONTINUOUS ALIGMAENI WITH HEAR F - BARKER. CHIMNEY ENCLOSURE WNIDowS.SKYLIGHTS HE SPACE BETWEENWINDOW/DOOR �- 'ROGRO9ff1Y� r' _ __ C3KCYJSlBiELTCY ANDDOORS JAMBS AND FRAMING AND SKYLIGHTS AND UAAI SCALE:NTS FRAMING SHALL BE SEALED. }1 1 Vil— R JOISTS R JOISTS SHALL INCLUDE THE AR RDAR JOISTS SHALL BE INSULATED. F �'mom."�'flRIRIMBARRE:R. FLOORS(INCLUDING ABOVE- HE AR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE 3'{r MRA.MIT GARAGE AND CANITILEVERED ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH h..z.. -. 1EF — LYfHtDilc3fICALCHaSE D —CGYfiUtJS E71ICi: FLOORS) THE UNDERSE OFHESUBFLOOR DECKING,OR SECTION THRU TUB 59JiI 1?r FLOOR FRAMING CAVITY INSULATION SHALL BE SCALE:NTS C4Ti76:PRt4? • PENDE MOM PERMITTED TO BE N CONTACT WITH THE TOP SIDE OF SECTION THRU INTERIOR A1E R+'LPaOR SHEATHING,OR ON THE MULATION UNDERSIDE OF FLOOR FRAMING AN EXTENDS SYf,1t1L61 ." �� T0IMLERKMt4t3I SEV31Y FROM HEBOTTOM TO HETOP OF ALL PE METES f , FIREPLACE ENCLOSURE ,I FLOOR FRAMING MEMBERS. SCALE:NITS X k CRAWL SPACE WALLS EXPOSED EARTH INUNVENTED CRAWL WHERE PROVIDED,INSTEAD OF FLOOR INSULATION, SECTION THRU CANTILEVERED SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED TO VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. FIREPLACE ENCLOSURE ATEROR JOMSTAPED. MAIL SHAFTS,PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS,AND SCALE:NTS FLUE SHAFTS OPENNGTO EXTERIOROR TIBL\1T UNCONDITIONED SPACE SHALL BE SEALED. M SR=GJ9 MARROW CAVITIES BATTS N NARROW CAVITIES SHALL BE CUT TO FIT,OR ' DdERIQiYNU. \ > NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON WSTALLATION READILY CONFORMS TO HE I I AVAILABLE CAVITY SPACE. r/ $TUDTATTYASTUAfli: GARAGE SEPARATION AR SEALING SHALL BE PROVIDED BETWEEN DT�1R.A1F6,F.ITEH[!? `r'_ ! At➢L'iOYIIi{4k4 X THE GARAGE AND CONDITIONED SPACES. WALL II ,7T/ WCEItELOCJ(RGASI+'E�11FfU '�i f f,EaAElV SffJDt� " RECESSED LIGHTNG RECESSED LIGHT FIXTURES INSTALLED N RECESSED LIGHT FBRURES INSTALLED IN THE —�GEX)fTC A$ Q�iEO r\ % SFAiM f1SU1dID E)<fER45LYALL THE BUILDING THERMAL EWELOPESHALL BUILDING THERMAL ENVELOPE SHALL BEAR TIGHT fYAtTDalOIIaUEA7 DN SEALAxT V: I I �! S L9TFP.JR BE SEALED TO THE DRYWALL. AND CRATED. 1111 I FROWAEMEMRSfE .14 j i ` XUrdWBUPM }< VERTICAL SECTION THRU CHASE iOLtTFPORYAl1ASSR9Y PLUMBING AVID WRING AROUND INSULATION WRINAND PLUMBING NEATLY TOFIT kk SCALE:MS AROUND WRWG THAT PLUMING INSTALLATION READILY WALLS, ti �5 7t __.1q I F 1 (tea X OR INSULATIONTHAi ON INSTALLATION READILY -- CONFORMS TO AVAILABLE SPACE SHALL EXTEND y1 —TLE:11E6101hDTH51 �� J BEHIND PG AND WRING. �\ DiSTALL UTMOR SEAM t aff92�EAa /�. � �. SHOWER/TUB ON THE AR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS M601 IU IN$IALLAIIIYtff y_ydATEFOXR ItlSUURD EY,IL 3ENED! EXTERIOR WALL WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. ym31 C&m.gE D�LAIEDEIGDIGR W'DER&DC�Y'Ai�-0D' C30TOE SPACE AIM ATTC SHALL SEPARATE THEM FROM THE $TIUYIAI no nw,m SHOWERS AND TUBS. (T:NIOU(A5 am UT 1F1l:Fii4-VtYAL fa[ 4r U BIA7D ELECTRCAUPHONE BOX THE AR BARKER SHALL BE INSTALLED u+T � VERTICAL SECTION THRU TUB CHASE DDnlsalsorvul; ON EXTERIOR WALLS BEHIND ELECTRICAL ORCOMMUNICATION �C11757 ?G SCALE:NTS BOXES OR AR SEALED BOXES SHALL BE �. INSTALLED. —N1L'n FR41c" µ3. _-[ _!__- • HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BE K FLOOR A stY— AWBFM-P1?ID E0 %'NiCCIG 1 ..a. ' T06 SEALED TO THE SUSFLOOR OR DRYWALL. SfilftdR4 'EALART— �`^-r CONCEALED SPRPMLERS_ WlfA71UL C1I11�E AhT Ta WHEN REQUIRED TO BE SEALED, CONCEALED FIRE SPRINKLERS SHALL ONLY B H E SEALED IN A MANNER AT IS RECOMMENDED BY THE MANUFACTURER. CAU1 EbY19ei:FG>u' SHALL NO BE OFILLVADHESIVE SEALANTS L_ SHALL NOT BE USED 70 FILL VOIDS •• FlD1Qrui�.ELY' BETWEEN FRE SPRINKLER COVER PLATES h4 8.03�Y6 / AND WALLS OR CEILINGS. �" T�EuaI�tATR ECP*MG M M SE,I AIT SECTION THRU BUILT IN BENCH DUCT ITUTcuYaTxlaa A.BE ACCORDANCE O DANCE WITH INSPECTION OF HE LOG O WALLS ISIONS OF CCdIo. SCALE:NITS SECTION THRU SHOWER SHAFT TffATWtERWL71 TO THE BEST OF MY KNOWLEDGE,BELIEF AND SCALE:MS SCALE:NTS SECT.QU TNFO STURYIAY SECTION THRU WALL PROFESSIONAL SPECIFICATIONS JUDGMENT,SUCH PLANS R ARE IN COMPLIANCE WITH THE ENERGY CODE.I HEARBY CERTIFY THAT THE STAIRWAY WITH UNCONDITIONED PROPOSED ED BY MAL MYSELENVELOF UNDER THY PROJECT WAS DESIGNED BY MYSELF OR UNIDER MY DIRECTION. ELECTMA11,.RE SPACE BELOW SIGNATURE SEAL: SCALE:NTS T �JII TGP?tA�E aUMBBiGPFE WWACUM RE=D LIOIT E2. IMP.E j I'` 1 _'A�Y ERDOR — - F}�MING Fow SEWT —AIM TRUSS 01 AM TOPRATE ATric IRuss +� ` —Y'mfIUSEfLWR f ;aitL+�J$C•Eh00F 4 /'�t AEAIILY' �HfPU0 M0F x x G FOAM WALL STUD 1� t l T �� sit V!_, 1 EaNTr }h _ Air Sealing Details L L `� 6C40FRALffSOFfiT PJJ15ilED J _� _ FRWOEP,TEt1J8S•fdGFINC< �I / ASMS Y ATE6F.tiY5YPLLDROR ClD'e1:CM;TQ4N S<ALJJdT'AT PERtl1E1FR '-` , � „�; { - Ker Kazel,Architecture CONNRNUS=or STAU I � A70ERLiiA'lllPRRR 2 Wmdemeie �ur[ 6RriYAlL L93TC TOSOFAIAmw U-.^ CONMUOl=1 P10.Box 169 RE'r ID UUITOG Fl CORE r OFFMAIT SpeoTW;NY 11972 Tj Phone!631-87#2925 K EOYfMOArA Faz:631-874-7377 1` OFWLUr keriQkazel=hitects.com PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT I Date:May 12,2020 SCALE:NTS SCALE:NTS SCALE:MS SECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Scale:As noted SCALE:NTS SCALE:NTS Project No. JUI,I Ut IAIL,5 Fine MI.l6d(0.136'x A-) Lead Dearing or mocodlmaar wan lh-m,adroeleuvee e f•hta MA ISO0.135'[3 Pam he l6d(0.135 X 3 emve(must slack War waOhebw) Load meth breeed/ecarmlabove . clewed ( Y9 Y'1 at 12•oncemmr ear oboe dndmmammr sue an�nmr at16•orucenter When.exthhgthNmeisexceeds7,r, 2.shod-U.1 Fbor alna0• Blockhgpen I:1Y•TPRkri (musisteckoverwalbele-henpreseng ALLOWABLE HOLES-TJI®Joists neyawbmw3'an, Blocking parel: uin.1-hhg Wages al tin board 16'on-Mer Bd 0.131-x 2Y'l al 6'on.center fY".1Y'TrnmrSeand LSL. No lead bearing lmrkoNeN 1V TJe Rm Board,IV or Web sllf r. Pbm rel•16d 0135'x 3Y') ( TJP oaL wagnmvo Blocking panel Nh.dtmncd homTebbA Mh.tlblanm Bobo T�bB Idd]am•adpolbane 1'TLnberSmMeLSLar required an rah (' Web ellferemre required Did mhmum web dHenem eoxoi br.r halo. s kIN StA2W ONLY el Is'.-fad q A'TJe Rm Beam, TJPI lot Sheahkg rah 6tlea at A3AW ONLY squesA hicks requmtl each etle 7Y•a 1Y'TLnberSband•LSL Den oraotcn mango Fbar Panelnol. boumGry reds, e1 B3W ONLY .TJP 84(OJ31•z2Y�al Serb 11 fobi Btl(0.131'xTYi� 1Y.'or 1 Y' .. Rm•tatM Weestnenenratiulad W4'M.owlw Tlnialsmnd Yo WebSnfanem ME= ,Del each b.atA3.w LSLrinboard. 61 BIW raquredanboth Tmre0. roe na0. wean an h Taam1.10d(0.13r 0 I� e stlm or m,nrlot 4L _En"� + a nodsoto�om°�ml�rL: zxLrc 6•100(0.13PX3') tar(0.131z3) 1T rvt s'e Den IVTJ•FimBoard' ig x3)etontentandsaIS4WONLY hit-(A3.tyA3tw.y) hbkrese exceeaa%•. Wab 6tRaremrequhd ?1.A taooamlroba Smolt Pa.- lobo. e<6'.ucemer et 8'On.caesr mfi. af(o'ais al mrcA.d l.ebmWMmonbla Mx 1Y'or1Y'TmborSVandLSL. bmsheathhglangue .bothalbsatBIW TJPrm(obt et tin boom conmr6e `°"•• mud.aquae nod.Web etNaner d B2W Ot1YToe net•10tl(0.137'x3') of support requied on hmh Musrnave�]/;minimum End Support seen et AlW ON.Y et 6•on.cenmr hatalpnw lookhgto Bbtkhg parch maybe requFetl Al A1W* O A2W*joist bearing at ends.Attach O A31 A32 A33* suppadalp.eledges B2 B2 Bbckfig paneb mayor regaled win bmcetl/shear 83 B3W with braeedlshearwab above. OB4W Min um tlisianare from edge of hale to Inside face of nearealend support rimjolst parA3 do isU. wabecove or bi-sea delaUSI bobW-we dctalBl JDBN ROUND HOLE SIZE t SOUAREORRECTANGULAR HOLE SIZE •Far additional Installation s Ihatbn t No RM Board Deals and hsmblbn h O A3.1 A32 A33 'Foratldlbnal n-11m.spea(m hm Nd Rm BoaN �'4* w Lr r all ,• a• V? r .:1' ,• 1a• S 5- _• W r VA- 1t• tr pec p3W �'q O Nall Z6%. i r,woodmckeran0 zm' as +:o' 8 z s •8 Weyerbawws smile Gukb MF'Ior dRealFremilg,TJ.iDD1. W W W Deeds and hsm6lbnfi Wayarhaeusar lnsm]etkw GWda IY'TJ'Rm Board.1Y•or IVTIarSSMMS Blocking TJP joblwebwm2rows I0d(0.146'x3') a• zA• MIS,z r.F•a.end Roof Fmndhoo TJ•9001. g U1• s LSL.Na1wm 100(0.13Px3')nob,are ea.at pang, nobal8'oncentec cbtctled z8•r top and bamm Rings.Nadto breaking p.elwih Led led(O.t3s'x AV)MI;With WWe +'s z rs ,• ss SA'brgth of TJPjobl 8'dameter maxhum nob for lla/e'• wines tbas equMabrdmfborp.elsothi&h. jabhfbng-LUM. r ra• �a rJr reMorcemmtend f� 16'deepbbekhgp.eWS'tlbmeler 1Yd Tit Rim Board IY,•or IV TknberStraMa a 4'A.wnlfh of e'tli.eter mmrmum mint.7lr/a'• blodr.Use d'-0'hngh mezinumf.bl,61, paneb 9J4' LSL Malwtlt l Od(0.131'x 3')all:, Alban rehf.cementtafabt 11k" •c �•Rhforcament p ngpane .Beach el lop era hogom lmga. 11 8'ehmeter mexmum hob fa 16'dee hixk' k,-6'd'emafer uBti'.tl 71r/a•TJP eep or shorterUan lT long. wN.eee(o.131•x2Y') Wabstl% 11r/e'-16•deepbbckhgpaNls: .one etle al E2, m mum for blocking oaneb eY' joins. Donoleulfbnges. In Amtltrehlarounwitofobt nolal-ehodmar Laetl hobo emve required on both B'dhmwmr mazmum for both sties at E3 deep arabenar than l2'long. rein each(wm73.•x 2w) kiorioNalDb Jczg F1 mi,-y tt�a y. r� y. eUeset El ONLY bbckbgpeneb gY'desper Do not cut flonges. 1Y'TJe Rm Board 0 a,1Y' Mass bemeen each baited Joists m 6txxler than lT long. TmberSimnd LSL.Mlwth (oil.hbBmtappinta wth . only. eJr r rs•a vA- \ Ye•� Donatratflengea. IYe•TJe Rm Bead or IYO or 10d(0.737'x3•)rm3,one 12'hrgU of Y' wnnetlbns equLabNb Waotl r: At '�]' each ettopad betlom fhnge, rehforeemanl. Ids.panelsehedub. maker el darn BgR Tm31'x3l au'ane achat f . z g o•m P r• jA_s s.a aA oho,e r ' Id yll t0.t31•x3 orm8; ne ee.el ANthroidonse hito astleat ES, ingth Y' e . bop and botlmfWge. blw.Ih3rdAs FuldePU v.nal boUetles el E6 '��¢+ ` r m e ¢ + fareemeN..e side � rJr sJr s led(0.148•x 3')reds W6- blocking between et E7.boh SUSaal E9 F7 \`S +•A' rA zs aA• s ra'fo•o• , xT• s 6a r.m,ed n•A-,zx 2x4 mfi ant Attach rat, ..at on.center,ckldled.IMe2 eachjoht f',I} ,W.•,a.• r N• uY.•+a.• squash Dbdcs to job flange Ih 2� R re tin 9/'and 11%' r Less then S E7 E8 Lass Uan 6' +a .w e p' Be0.13P x 21'zj nob al 6• TJP Clots. a�ao r,a' r+r +, r ea'.s va 3•> t%'T.e RLn Saardor Feca fiit nler.wmn rehfarehg ( ES EB L Gze': WE STIFFENERATTACHMENT t4. CS Usa]z4 mlNmum squash Dlockam I-Yl°ThUerSmand LSL 9re both sides,stagger cols- O O Y°mhmumm Pre to- ry 'u mu rn ,:r ss+rn to ss a:v ru+aa+an+aa,ss• has l.aeravndTJlafolaf E7 E1 M1.1thlod(0.13t•x3� E2 E3 mrl.tel E4 NatPorusewith3r/:•TJM/olstflangewidths 1' 2A'nwtinu pp eih.a"a�l'a11�Pand (1Y'forTJP Nbfig: Table B•Intermediate or Cantilever Su ort bottomfhnge. Minbnum all staa-Ram edge of hole to Inside face ofneamstintermedlateordantilevortu on E%TERIOR DECK ATTACHMENT g to bnhf: 66g,s6DD) See tebb mbu. SWdureledvbr eneeth APplysubDoor TJP johlbMkhg cam eOn m T TJr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE "g aahesrvetoan eloakanealdetymalapan L Web sift Orbothasea. en• .a De• as , x.W.Sfgmmusr H.M.rBacker Bleak:IstaNbhl MaaI Y�wa among Flash comacrsurraces locations using mbw.ncmlweb s,llwmr,gmmmpf6 Dotbb TJP Joist FHh 8bac- hg g See fine mix. WU Mmdfmnaeow,aM mom ,• b, rJr lwanudmvm doe% ADedl pergg Delon. two ad(0.113'a2Y) LI :m dr ea rr efjolafdoph Nabshelbedrken M1nm fomPlWg centmbeeam pannBatl al beam. Tbht}t• (9aP et Denan mllge) py A •s.- ea• elemslhg saes.CFdl nab Ihngewln face nw.hangers). Treated 9' `�� •mbat Wong Requhemen5 lad cmaws, De MInmum Web CF.na6whoopoabb. TJPJobta.loa Number Lake a;d ea as-a wmnpossbh. Sea fastener 1sY typical lhJ Stmenarfihe Type v� t' ,1;• table mbw.Mahmh 1Ys'Tl Rm Board or fY.• �` End Intemmmate Top- 2•dapan 4nnmum)han dt tY'rmhorso-and LSL. `y°� iio AD •; ,•m ee +,ss• gJr es,> Mager 1 mgeof btlgerm fa9ten.. f� 2308360 Ali %•a2Ye" ( � 3 3 am v 0.173'x FaabnarAW 6b Lmd.balbpk 2x atmppkg hetabd atYj igd 'S Fare meant Band.1bbck 7k'Tnmugn bet jofsbap.bcatbn.t4'Y'vo 560 AD 2x4w 0.13Sx3ax') zs m hanger both atlas cfwab Rm BaeN Namrbt Y'bp boo Y'Thmueh Del wN Ana era 2Y'6rew6 perjObl,typml ( • u Ts• •d' a +# ea ry tvp+rs wmehgb TJPfaht t'T Rmammm 460 695 18' 4 4 +•d ,m z es• a ]:m a• va'tda•,r.m,Fa Webstiffenemrequked f sbesof t -TmDerB,m L 8m TJ5 B16m Option#3: 5600 20• 2z4m °.1358x 5 5 H1 hangs do not Merely support al H2 Wkh top mown mnBem,Decker bloat roquhdonN H3 fYf Tmmr6m a ON T25 Dmctyappredcaing 2Tm ( 3Y]') 8 11 O bastq;'d7JP Corm Ilan e O f.downward bads azeeedhg 250 bin or for uplift O (110amxbn.recbtm4 ta¢mnme reaulad 1.wasewho applalme. PB7 26'"' 8 13 a m• 5. Sa ( P g .ntlltbm.For nag requirements am S.TJ• LA 2Abmmb bad deamho0 hecomdaxe cam ASTM DTBR. WhM specified on the layovA one Ol W g, gmnvetlhal nailing requ papa O () O O t1)PStdr PS2sheaUI face ]p a za, goill,Wpyerhaau.lnsmlledon GWde MrFlo-and (3)WTJ•Rh Some bee ed wbpbtdeMau I.-cay fine bracing opgons above is require' (2)Construction grade or begin RoofFmning,TJSOOr. (4)MmIechcV nhvretle NS.. 3 Web sit mama aLva re used far 22•and 24•TJP56OD Jois sso Jr+af„�+g••+s a• ++y-+ay�a BEAM DETAILS FASTENING of ,r FLOOR PANELS 9 v cubelhw a fS,.Ic oll.cmd.r So...o.r now FILLER and BACKER BLOCK SIZES ssP en e• R.Borne . TJrJPhb 110 ]10 ]]0 era6a sea ado I We '<-L BEARING FOR DOOR BEAM TO BEAM BFARWO AT Nalsb• Ito,info, a6o.na tX•TJ'imb•.bane"e' Tmba.euanaa LSL MkMIWO Pamlun• sae +'a' +•d i� ru rJr sin+ea•ws +,:o-n.,va ma BEARING AT WALL ORWINDOWHEADER CONNECTION CONCRETE WALL -11, No Rmeoa t: tY,• orwtlm LVL PSL OaPgs a+'r.nY'u•afi•dl•.ttY• 1t'.ta' s15••,th• 1,••18• 10'•2a' 11W t,•.18' 10•.al' Was, swunWa.swmmmemaaavmv,dmpmmA ,p d 1Ye'TJ°Rm Beam or SUaP percatle imp pbm mIP.11a•:]K'1.W(0.1arx7Y') P T S 4• T 3• P ,• Fth,r Bbckm 2d;+I b®+ a6+ bin+ 2if2+ T.o Tne Tem Far�'xt Leave Y.'dwa0lmhhxtm)atbp ad emtIXndlab.DO NPTPmfPM Kampen. Y' Y' Y' Y° •Tabks aeb-ar.nfonnmdmbbabcunefirlemsve. tetl(e t,9Y�,12tl 10.14a'zsY.'1 ,'Pr 4Tm S 4• 3• 3' S 4• (oe,eON]) sneeth". eMsm M1g axmmhB aeethiq ahaemhp 2i6 ]z6 ma2 aheemhp span(emblasm),unfmmVmdedpbb.ee hlatlen,blafF1'atbn,onemexbuan sirs mdmnob mry sin braietl 1Y'.1Y'7mber5lrend anal GOMkl.u9 ever •Fmsmpb LSL Or blocking for hmral header lad(0.103Y aY9 8' S t8'w eta 0'm e'm Ban S gan,Mror Flbr ffi bn0 2A+K' 2x10+gi' LB+Yin' 2v10+Yin' ,y, arms oanmraf tlwpbt•Pan prwtla arid rq PmarlwbF mmrb Ne(abL (Dump E,1 4'-0'bp eA'an9 etwemLg Sh.0hg eleatnhg slmamlp oppbaeb NMapPkebb 'DPP. HBsgper abwlwmdam,a.mr¢PaNpe dmahbn joMa dPa eledaadb�a.G a�db¢aaemapamlmd(maataaadlg 4a ma asbg .•A b a a•a Mg ALLOWABLE HOLES-Headers and Beams pa"IWPa¢)forelpruopme.Fo¢mmr¢psha Der TJrfahb h abprb.a arPkatme ramolm lss wren Wavn h tobb.When fucanOr¢patio ha Becker a-n! Be.law bode Imp DmkIw BEV man¢pachp etmwn BboM.mcbryvMebd<hg mlmra uaW hbudTJ r(o6m. (DelanFt .�' Y'.ii' f{"m1'Nffi 39 2A ht3 Tx9 K'[t6 a asbearmnmaods (oFor bIMMegmapommmamulbb.wadmemremBraMammarawmwaeraPgaddseath•amemggemd. 1.55E TimberStrands LSL Headers and Beams over mbmn D)Wm 1D](0.118'i 1KTruR epechp mnmredu ib3'o,uumr(m lord paupa sbefetres- or HTt sheathe 2xdam.mraaw TOPmwnl pit oanmreA®tlms•an.®merinaapaewtm km gn,repo,ve eno Deus Inv,ty'(m mhmke spa Farr ry.tat•aa T all. Ill), tBlaN (gsarxa7 emeumo(mhmuml beMer Fee annarted (S)canmremzeemb'm.sntrc rmrp•n.aatm-thnanowofpabmmore Dew,W.'(b mhmmcphhg). BeWr (e-1at'x3') YbeM DOt.m FeCBm.nl ta)Gneenedumdm3va•womarl nalpereVatm hm ma narmwetlgohmmvo WnlY•'pa mhMkesp=5 Fib 3] 5a Abwedipb zara hanger woad Dom direct •Rammm-relins.I us,ur hfs.and a•wuanlaebrg peneledga.Fitoenh9 mquiamen5.a9heemd Navhge eupamada Ml _ lu 5 L1 L2 L3 Sao current We gllaeuser Lq concrete, eMuham lswchp rnrJ�psb b,e•Pn,ema. evChei .14ga.smpbs meymM,ea,ev,ee Tor ee(o.,1a•x2Y7rearmnhmm pewo-atmdl•hm nn TJrph.dn boombaabvea. a')'"ar'tl��4°�ar*�b'^°mtw �a•ms,am.w tmnapM:®e mmsw.Fowem,weaa O O lifemfure for/treating eanneemrs •q-muaamrq(izmhkunbd",-eeaigzc•mhuwbnebme). --- IMETmeorSoo,deLSL •.mhMka yClg,maMein edge detart!am mwsluctg d]1Si rwldP.nrac a Y',wfitllm a bga#a. pit ermnmewsent®ba. a For! s mudeaotrsetatbas,YWO,M-ggmed, pram hobs a•a •For mmmmometl mf,g and adn.kas nee NBTALLATDNRECOMMENDATDN3.page]lift Welrodreeusw lnddmtlm Duke mrFkzv er dRmrlrarninC,rJe00f. 3• Multiple-Member Connections for Top-Loaded Beams Johns must hobmmy supported at e ,;.,,i• Postener Installation Requirements TWO joist floor framing does E1 mntbverand end bearings by bmkhg 14•aa' Faemrer 9 pares,hangs.,or dredalhduneat m General Notes Pace of arm Deem orrm Oat. a��naubak..m.wmbaaw What Pras Type• Min Leigh OR-OJ:.Spacng LocatM When felt-..roquted.born not require bridging or ! All-be.=z�nabbbbmfo,he m,dbeamawh BEARING AT toe nab 3• am sues,dagger fasteners.theNcend! mid-span blocking b.WMn .unfrome m/ a'v"b°m.leng roa.,mbar. COLUMN /� 2 12d•lldmb 3)r• 2m 12 One side Fasten�m thefinate. rvorolsv hh.-.,-.hpbokorbmamn. kf Svews 3Wtx3Y• 2 1. 1°dmb 3' 3's Al Other Trus Jolstt,Headers and Beams O B 12• Bah aides Rm D.rd{OFI 3 12e.160 nab 3Y.' 2m Do NOTDeva1 uljoist O 13ETiMerstrad' Pombm- t3:• 3Y'ary5• aomatles berondmame fit eorwoa Ez ®Nreenpbb ponororarhan `--r4vrr a 2xtlhnewrofoa screws s z za' one sae Load bowl m epprDa W.y xyoss antra seem W.U.rEly,use bearmaeyon tice im/de LSLroea.a nab,.d YaePm Verify Column capacity 10a nab'" 3' 3'e One etle fl� wnredmsfar atla.badad beams, lam Na PPo/f bg�lleb(mhhwm) and beam barn, I2' Do Norma math ordral LS kngth.5ee eurtanl 12d.16tl nab'' 3Y' 2m (Per Py) ___ hdea lnheaemk.wlae wgth.SuserGamm,e. 4 5'orS (per d sampfe¢IMk.aMm Svexs 2 1. Mu16h ph..can be MAN!or holed togmmr m maao-uma andobm[. Y. One site farm a header.beam of he required She,up ma TJPrimpht LB raga Nkm6m•LVLeM anerTw bap Seems 5'or Bo sties 7Y'TPRBemor Sx LSL.2 1. 0-111. A2 IVcr1)j'TmberSMmd Perebm°PSL o m,mmn,e amwalwbama "aFm Y'mM a• 2 124' maabys•Psn 4Y' r a ,]EThmrsdanaa L6Labree labs.@ a .. ,):• (1)10anak11-1 28'dhmatar;l2dd.1hm.emo.148•.g t1 ,mneter,eoewa ere SOS,SDW,11SP WS,.TmssLOK° L1 rye r,rot amnb COLUMN DETAILS (2)Wen onnecmwdmrbmgtltaawindaplmare4 her and Bf HI :m. (3)when connecting nay mambem,m0ea.ply to iM other eM also nalmxs by 2"hwn the taws h the pis below. / General Notes BEAM ON •' � B2 AWetl labmroeuishb la naedameM beamawm unlmm beds Deb. COLUMN CAP NAILING AT BEARING(FLOOR) O I •Rmndhoh..y TJIN Joistto BowingPlate Squash Blockslo TJPJoist 83 NOMbehcantbvem. O •No Mlefihea0em or beema hPbN,minmtm. 1Y'TJs Rm (Load bmdng xdl'bow) tj1) T.�""ar dLSI.. Jalot may De Boned UP to 3'P U5e B10f B$ate,Dd(D.,26'x3, WARNING ay nolbmesrhrhnga lbdrpareledge s6pPpalmd B4 intennedlate heerfnga.orb amspanrefhgsndeireadea.gin not rae(ebtimnges with load hearing or Joish ere unstable umllbmeetl Dlereiynodset..lgbet hg Drop brocedfshearwall Bracing lnolude. iform End orfasa from aboveelrenmrtmCOLUMNSASE hreed ,nafi Alsosdb ring 9 Ha SY•may red ted i la Shserfmnaler:Cummcflona equt"Int pafor azmu H1 to DoorpanNn fling schedule y / 1 Rim tO TJP Joist • / DONOTwalkonjolsfs DONOTwalkoujoisfs DO NOT9faek building t'..'.,,r:.•J.,;; 1V TJe Rbn Board, / until braced. that me thing daL materiels on unsheathed 1Y'arlY'ThbwSund LSL TJP 5fi0 runloist:Tins Atltllbnalfoblh reu_Id o INJURYMAYRESULT, jolsfs.Stack only aver naiwN 10d(0.128'x o ` / bums or wags. JP 110 rho Johl: fb.panNetlgebumupp.ed O WARNING NOTES: ma,ono ea.ens p2 - Onath(0.131'x3�m0hm or lspan rating 6a¢aedetl. � �� EMBHor Deek Lack of proper breath duringSonstruction San result In Berbus each.(. Tj"..IMge TJP560 o IA DOMD usasa.vn accidents.Observe the folbwh uideMes: 21%230,wil 360mn elcb IbOrjobl Attachment g9 ,. ,ark p mppandeMTJr tbmdmexobmYM1oabame TJI Details f SWdurel LAletrklg,,wgwa rho eoaaeandrm hmmme end p ELEVATED e7fiarige. 5'x3Yj•l rethb NSTALLATgNTI'fi smaUig bandorjr./umik Pdpwyrorm. eaatl •SubfDerad tintwe1ond-fleundears-,Dui •• as/tpATyshnnk ].Lsterklevongai awerared emwaloran mblgaak mmea mpetatwtlmmo bee rims gsy.mlean abom COLUMN BASE WlhdN1f I6',use TJP3fi0rm'bl. eRv1nA'b/LaBM. ecmnplNwd oyelem>omryar.mu,.ma.a(enmm�glla¢ranee maw nna readpkb mmaemawea;. t�'mh ring Phsz W may nOtm mquiea. Useonly3.6efe lots d,aa hmum ztammmalpM- lonmrMbaad Infbenvwn Isfs. 10 Y u y rl (m )mo¢tmlobeh oMa.d adwal>dweaaelma(se From (D o Satvy bmclnB Hx4 Mg/nee/Ea/umbM. WlhctdhD dreciq,loading etleweye ar mbverlhD',V PmOssb uMa 4nl.retrualm bass.Won vewoMaor /•l�^",.r� 7 t,� } }�� -Squash blacks endbk khg penSb/emcked Protect unfreamd wood 0 mhMum)et 8'oneenler(6' mebyerofacubdeneSthig. Kell Ka'Zel Architecture BEAM ATTACHMENT at BEARING vedhal mds(deWMBland B2).Packfig Outthemb fromdied conmctwln See ALLOWABLE nc.mrr.rJP llofoism)and 4.SneamhpnmimmmpbbyeeadmdmeaM TJrphl bob,eamihnelmdamn mpbmd.me ayskm. x_�/�,��w f PIaTJPpbt(win web etifenere)bnmeaudst[um .narela 1Y'kreckoula ° Ha HOLES 'extended to a bound and mil. 5.Endadmmbvem mqum aafeb macho on bolo dw board boawn bngea. 2 Windenlcre&.n !VT,PRmBoemor r.squNhbbdadrbbtlrhgpaneb. ataDpmxrmtey `- Fesmn"x2X"(nagsmiP!0.116169 1 6io tY'or1Y'TmDerSh.tl°LSL. 1T.•mnmr twoBd 0.(NoWY mmbmum WSmhg:Lblan,sawhg,cont. tmamhhgwe.Woodudsg.a tanian odtlie wespehuncesk whentausacaoubadan.•badmaths 8for 1 (seawAlwew). tootgonDespmtmamayausmnlimb.dbxue.womaad and IianMmtlaiuearecabsancea.own Speoli: NY 11122 partlbns,apsrefabb epertim width of the weal. IOUs dam of Cegomem rouse ratmr.F.m.e nfomafon.Prepmibn fiS.vbH roMhfotm. Opfmal 4pI'M g.HVAC. � f1i khmetGbe Ptione;631ili74f2925 P3 gre..rnk g saefmmn hm fit anGul '� ipf e a io D�aauafate �� keri@k3 zelff hitec gm. DtMa oaMatan gP ( PP )Or P ��1r�1y Om10d(OJ28'x3Tarn'D,t an info mhmke edirso F-min, -90n.For an lie. •Addi'Dml(om alpbmbfig tlmp Ices dem7l. Aarha�us�r l A Weyedmauset..di d.Parabm,ykft. em,TJITJ,.OTrtm Neil 87EIaCC111teCtS.COm etle or memberelbeahg. ap8ilg of pbb eM Root Fmmmg,TJ-9000.Farmhknum b'Sl am rep-scored ua0emarkS of Weyerhaeuser NR.e2020 ITenhicunfmm.d and antlhismadbbbeeigtangles. A �INR Weyamae-KIRC-Iney.Alrehmreaem'ed. Date:September9,2021 ^v7s••s'•aw„ aaPmmd.]D]oRamdarTJ�o,a This sheet is intended as a supplement to the Weyerhaeuser installation Guide for Floor and Roof Framing,TJ-9001,and the Deep Depth Trus Joist TJIJoistlnstaiiation Guide;TJ-9006,which should be referenced for additional information. Scale:As noted D 3 TPIAIV QaFCTV DFAII IKIQTAI I ATIrINI INIPnclRAATInl1I RCCr1PD PDr(11=FrllNlr: Urr.:orer ATr, STEEL STRONG-WALL MODELS o 0 0 0 °"""""°" HE ANCHOR BOLTS AND DRILLTDIAMETER%1• NO I��: DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX {--� STD.WALL -STK WALL HOLDOWN CITY.OF SECURE WITH HEAVY STEEL 2k2k1'DEEP MAX IN NUTS(PROWDEO).USE {- } MODEL MODEL H Qnj T(in) ANCHOR TOP OF WALL HEX NUTS.(PROVIDED) STRONG-WALL _ SHEATHING&RIM JOIST. 1 1!4'WRENCWSOCKET FOR 314'NUT NO. NO. BOLTS SCREWS' USE 7y'WRENCH/SOCKET FOR 3/4'NIJT SETLOWER NUTFLUSH ° ° 16/WWRENCWSOCKEr FOR1'NUT NAILING SSW72x7 80 312 (2)3/4' 4 USE 1'/e'WRENCH/SOCKET FOR I'Nl1T WITH TOP OF SHEATHING. NUTS SHALL BE SNUG TIGHT. 0 0 NUTS SHALL BE SNUG TIGHT. BY OTHERS DO NOT USE AN IMPACT WRENCH. SSW15x7 80 312 2 1' B SSW BASE PLATE SHALL SSW24 SSW18x7 BO 312 (2)1' 9 00 NOT USE AN IMPACT WRENCH. FRAMING BY SIT FLUSH&LEVEL ON NUTS. 0 0 SSW21x7 80 31,2 (2)1' 12 0 o OTHERS, JOIST HANGER SIMPSON A34 EACH SIDE SSW24x7 - 60 312 (2)1' 14 e e TYPICAL (IF REQUIRED) a BS15Y SSlY1 SOLID BLOCKING BELOW SSW24 SSW12x7.4 - 8512 372 (2)314' 4 ll�, 1 '•� SEE TO FOR TEEL STRON-WALL SSW15x7.4 -• 8512 312 (2 V 6 - II •" I I ••• ANCHORAGE SOLUTIONS 0 0 0 D D D sswlexza esln 31n (2„• 9 SYMBOL LEGEND 88W27 SSW21x74 8512 312 21' 12 •'u•'• °• e••,'� REGISTERED DESIGN PROFESSIONAL WOOD FIRST OR Q O O Q IS PERMITTED TO MODIFY DETAILS WALL CONNECTION KIT 0 0 SSW24x7.4 8512 312 2)1' 14 FOR SPECIFIC CONDITIONS. •II•.; 1il�i i:, WALL SSWI2x8 -• 93114 312 (2)314• a .. •., ..- I 1 ':.I(:,;.•- . .il: WIDTH MODEL coNTEHrs EARTH SSW15x8 SSW15x8STK 93114 3112 (2)1' 8 'a )' .I '. .a II I. ° Ii:. II'•e pnl 1, 1( i COUPLER NUT 0 o SSW&8 SSW18x8STK 93114 312 (2)1• 9 STRONG-WALL ON CONCRETE 4 AND THREADED QL 'I4. I1. a.. POURED CONCRETE RODS(INCLUDE 12 SSW12.1 EACH KIT CONTAINS: s3W21x8 SSW2lx8-STK 931/4 312 (2)1' 12 •It °''ll .� OR 8"CMU BLOCK 88W18 (1)SHEAR TRANSFER PLATE SSW24x8 SSW24x8STK 931/4 312 (2)1• 14 SECTION YATH ssw•1K7) - )g,• ,'I)'' 1s SSW75-1KT (with d145CREW5) FORrTo12BLOCKDEPTNS: PLACE SSW PANEL OVER EXISTING STUD WALL Q SSW12x9 -- 1051/4 312 (2 3/4' 4 SIMPSON MI6 STRAPS REQUIRED 1I II (2)3/4k1B'or 1'%18'THREADED 0 SSW16x9 SSW/5x9STK 105114 312 2)1' 6 W 10 1MN�IS(D.14B•x1r) THE ANCHOR WITH AND 7 4 ,g 18 SSW18-1KT RODS(ASTMA36) TO REMAIN SECURE WIH HEAVY SSW' SSW7 SEE SHEET SSWI84 WW18-MTK 105114 312 (2)1' 9 SH°4BLOCKHEIGHTSGREATER HEX NUTS.PROVIDED SEEe TOeFOR SSW'FOR 21 SSW21-1KT(2)COUPLER N THANB•ANOUPTO- (PROVIDED) ANCHORAGESOLUTIONS ANCHORAGE INTERIOR ELEVATION (2)HEAVY HEX NUTS c_____.j EXISTING STUD WALL 0 0 SSW21x9 SSW21x9-STK 105144 312 (2)i• 12 8NWLS INTO BLOCK USE 1Y'WRENCH I SOCKET FOR 3/4'NUT SOLUTIONS. 24 SSW24-1KTINSTALLATIONINSTRUCTIONS TO BE REMOVED SSW78 SSW24x9 SSW24x9STK 105114 312 (2)1' 14 B INTO SSW NNLER STUD USE IV WRENCH/SOCKET FOR'•NUT REGISTERED DESIGN PROFESSIONAL SSW72x10 -- 1171/4 312 (2)3l4' 4 SHIMSLOCKHEIGHTSGREATER NUTS SHALL BE SNUG TIGHT. ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. THAN jwm VPTo 1z: DO NOT USE AN IMPACT WRENCH. IS PERMITTED TO MODIFY DETAILS MODEL SSW=1KT.EXAMPLE:SSW21-lKT (� NEW 2x 4 0R 2x 6 0 0 SSW15zt0 SSW15x70-STK 117114 312 (2)1' 6 10 Nats wro elocK FOR SPECIFIC CONDITIONS. STUD WALL OC 16 �.C. SSWtS SSW18x10 SSW78x10-STK 117114 312 (2)1' 9 2x FLAT SHIM BLOCK 10 MOSSWNA-STUD 7NE (PROVIDED ° JOISTS ABOVE SSW24x10 SSW24x10STK 1171/4 312 (2 r 12 ALTERNATE 1 ST FLOOR WOOD FRAMING T P WIETLLi sSV w.,_) °° ° P (p S(PROVIDED STEEL @ Jx 6 � ....... 0 0 SSWP4x10 SSW24x10STK 129 114 5 12 (2)1' 6 LTP4 SPACING 4x SHIM BLOCK SSW12 SSW15x11 SSW15x11STK 1291/4 512 (2)1' 8 BY OTHERS WITH SSW-iKl) STRONG-WALL ssw1ax11 ssw1ex11-STK 1z9 va s to z r 9 `--�� SECTION/DETAIL WALL PROFILES ATTACH WITH SOS,'x 4y RIM JOIST BLOCKING SSW27x71 SSW21x11-STK 1291/4 512 (2)1' 12 SCREWSTO SHIM BLOCK ATTACH SOS SCREWS 2nd STORY REGISTERED DESIGN PROFESSIONAL BELOWSSW SSW24x11 SSW24XIlSTK 129114 512 (2)1' 14 INSTEAD OF SDS'x3YT' TO SHIM BLOCK STEEL STRONG-WALL IS PERMITTED TO MODIFY DETAILS S.7 SSWISx12 SSW15x12STK 1411/4 51/2 2)1' 6 SCREWS PROVIDED. FOR SPECIFIC CONDITIONS JOIST HANGER As BUILDING SECTION SSW18x12 SSW18xt25TK 1411/4 512 2)V 9 0 0 0 0 ADJACENT FRAMING Q Q Q Q (IF REQUIRED) SSW2lxl2 SSW21xl2STK 1411/4 512 (2)1' U. ,, ,, BYO SHEAR TRANSFER PLATE FLOOR SHEATHING �r SSW24x12 SSW24xl2-STK 141114 512 (2)1- 14 AND#145ELF-DRIWNG SCREWS - - WINDOW TABLE NOTES: SSW18x13 SSW18x13STK 153114 512 (2)1- 9 2x FLAT SHIM BLOCK (PROVIDED WITH SSW_2KT). 1.SDSV..-x3Y.SCREWS PROVIDED WITH WALL. 4x SHIM BLOCK ' ssw2lx13 sswz1x13STK 153114 s 12 (2)1 z A..4 ELEMENTS ABOVE 2.SEE SHEET SSW'FOR ANCHORAGE SOLUTIONS. a -I FLOOR FRAMING AT 7-0' - SSW24x13 S8W24x13-STK 1531/4 5112 (2)1' 14 4xSHAPED •4. I1' SHIM BLOCK SOLID BLOCKING BELOW 10d COMMONS OC MAX WHERE FRAMING CRIPPLOCKE SHEAR WALL, STEEL STRONGWALL • '-PARALLEL TO WALL, (12.MAX.DEPTH TO FRAMING I -- e. STEEL STRONG-WALL MODELS I AT TALL END) BYO HERS AND STRAP 1odCOMMONNAILS BETWEEN FLOOR FRAMING - (NOT PROVIDED) °)I' II ° SHEAR TRANSFER 6'OFEACHENDOFSSW. GIRDER/HEADER ABOVE (NOT PROVIDED) BY OTHERS(LTP4 SHOWN) MATCH'FLOOR FRAMDEPTH HING. ■ POST DOWN RIM JOIST,BEAM, LTP4 SPACING OR BLOCKING TOP PLATLE BY OTHERS ATTACH BLOCKING SCREWS EXTERIOR ELEVATION SECTION 'SMOKE N DCTEDCOMBINATI E IF APPLICABLE SOS SCREWS TO BLOCKING RIM JOIST I•�SD SMOKE AND CARBONMONOXIDE %'MAXIMUMWOOD SHIM SHIM BLOCK FIRST FLOOR AT WOOD FRAMING NOTES! NCO DETECTORS AS PER R3140F THE WITH 505)S'x3Yi'SCREWS. 11ATTACH o ° o o SHEAR TRANSFER 1.USE WOODFIRST-FLOORALLOWABLE LOAD TABLES FROM THE IRCONYSAND915OFTHEIFCONYS FOR SHIMS GREATER ADJACENT Q 0 0 0 ADJACENT FRAMING BY OTHERS STRONG-WALL CATALOG FOR THIS INSTALLATION. BY OTHERS SIMPSON LTP4 SHOWN FOR FRAMING ......., ( PERPENDICULAR FLOOR FRAMING SPACED CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 114'HOLES TO ATTACH THAN V,SEEe BY OTHERS ILLUSTRATION) AT T-O'OC MAXIMUM.WHERE FRAMING 2.USE ALTERNATE DETAILeTO ACHIEVEMAXIMUM ON-CONCRETE REGISTERED DESIGN PROFESSIO IS PARALLEL TO WALL,INSTALL ALLOWABLE LOADS. MAINTAINING JOB SITE SAFETY DURING THIS PHASE OPTIONAL BLOCKING OR 0 0 Q RAKE WALL CRIPPLE WALL BLOCKING WITHIN 6'OF EACH END OF 3.FOR TWO-STORY STACKED STEEL STRONG-WALLS WITH WOOD OR SPECIFIC CONDITIONS. OF WORK&SHALL COMPLY WITH ALL APPLICABLE FRAMING SOS)iED WITH CREWS STEEL STRONG-WALL.BLOCKING DEPTH FEDERAL,STATE,&LOCAL REGULATIONS.INCLUDING REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: (INCLUDED WITH WALL) 7 BUT NOT LIMITED TO BUILDING CODES,OSHA ATTACH TOP OF WALL TO TOP PLATES SHALL MACH FLOOR FRAMING DEPTH. FIRST FLOOR USE ALTERNATE DETAIL PRE-ATTACHED ( ) 7.SHEARTRANSFER FFOR RED DESIGN PROFESSIONAL SS WITH SOS%'x 3'/,'SCREWS PROVIDED REGULATIONS.LIFE SAFETY CODES,8 HAZARDOUS 2.OU70F PLANE LOADING EFFECT TTEO TO MODIFY DETAILS FIRST STORY MATERIAL REMOVAL BDISPOSAL WOOD STUDS -INCREASED OVERTURNING AND DRIFT CIFICCONDITIONS. FIRSTSTEEL STRONGWALL 4.REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER STEEL PANEL DUE TO ADDITIONAL HEIGHT. FROM RIM JOIST TO SILL PLATE AND SILL PLATE O FOUNDATION. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER THE ARCHITECT,AND HOLES PREORWIRI IN TOP OF WALL HEIGHT ADJUSTMENTS 5 TWO-STORY STACKED FLOOR SECTION 8 FIRST FLOOR AT WOOD FRAMING 10 ALLCAII S DAMAG S,off FROMAND AGAINST STUD-FOR WIRING. OPTIONAL PILOT HOLE PREFABRICATED HOLES IN STEEL ARISING OUi OF OR RESULTING FROM ANY OF THE 0 0 0 aPANEL(VARY WITH EACH MODEL) - DRILL 2'DUUAETERx 1' PLACE SSW PANEL OVER THREADED ITEMS LISTED ABOVE. ADDITIONAL 1-1/8'DIAMETER ADDITIONAL CUTTING OF STEEL DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX WALL OR ENLARGING OF EXISTING 2k2k1'DEEP MAK IN NUTS(PROVIDED).USE HEADER BY OTHERS. 16d COMMON NAILING.SEE SIDE THE CONTRACTOR SHALL VERIFY ALL FIELD HOLES MAYBE DRILLED LE HOLES NOT PERMITTED. SHEATHING&RIM JOIST. 15/8'WRENCWSOCKET FOR I'NUT 2PLY2x12MINWI7HYT' VIEWS FOR SPACING, CONDITIONS AND NOTIFY THE ARCHITECT OF ANY LOCATION MA C ANY HOLE Q Q Q Q SET LOWER NUT FLUSH o o o o NUTS SHALL BE SNUG TIGHT. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE SHEATHING BETWEEN PLYS LOCATION MATCHING AI.1 WITH TOP OF SHEATHING. DO NOT USE AN IMPACT WRENCH. T RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. OBROUND HOLE IN SSW BASE PLATE SHALL OR PLY iSHOWN)MIN.LVL INSTALL SDS'°zr' 6TEEL PANEL FLANGE. 2 OR 6 SIT FLUSH 8 LEVEL ON NUTS. (2 PLY LVL SHOWN) SCREWS.SEE SIDE VIEWS THE ARCHffECT-HALL BE HELD HARMLESS BY ANY SSW2 SS ALTERNATE SIMPSON A34 EACH SIDE FOR NUMBER&SPACING AGENCY FOR ANY'ERRORS&OMISSIONS'ON ELECTRICAL BUSHINGS NOTE: (SCREWS BY INSTALLER) THESE DOCUMENTS. AT ALL ROUND MECHANICAL HOLES. MULTI-PLY HEADERS MAY BE • ••• USED WITH STEEL STRONG- THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1-DIAMETER SOLID BLOCKING BELOW WALL FOR WIND DESIGNS OR REGISTERED DESIGN PROFESSIONAL REGISTERED DESIGN PROFESSIONAL 0 0 0 0 STANDARD WALL } TIETHOOS I MEANS'OF CONSTRUCTION.THE D IS PERMITTED TO MODIFY DETAIL$ ., o o ° o THREADED RODS STEEL STRONG- IN SEISMIC DESIGN CATEGORI _{. IS PERMITTED TO MODIFY DETAILS STEEL STRONGWALL ARCHITECT IS NOT RESPONSIBLE FOR FIELD FOR SPECIFIC CONDITIONS. •y.�.' '.�. AT 2nd FLOOR I Sb'RVJO 2K7D WITH A-C(IBC 8IRC)ONLY FOR SPECIFIC CONDITIONS. SUPERVISION. 4 OR 7 n 0 Q 0 55 SSW ALTERNATE SROVIDE'SCREWS PROVIDED WITH WALL ll ° DRILL 11DO MAX DIAMETER THAN?FORSH MS GREATER PLATE E IN FOR TOP SSW MULTI-PLY HEADER CROSS SECTION 8 PLATE FOR RODS THAN 7/8•SEE 5 O SSri2 O SINGLE-STORY SSW ON CONCRETE 2 ATTACH TOP OF SSW TO 9 TOP PLATES WITH GARAGE HEADER 2 OR 5 SHEARTRANSFER MA%IMUM UPPER PANEL SHEAR SDSY.•x3'/,'SCREWS 1O INSTALL SDS I/4k312'SCREWS ROUGH OPENING HEIGHT SSY2 SS ALTERNATE DESIGN&DETAILS S ROD LENGTH REDUCT ON FACTOR (PROVIDED WITH SSW) 3 HORIZONTALLY THROUGH LVL OR MOTHERS 18INCHES 7.00 2 x LUMBER HEADER PLYS.4 SCREWS ROUGH 4 FOR SSW75,SSW7&SSW21 AND SSW24. MODEL H OPENING 21 INCHES 0.94 HEAW HEX NUTS TOP TOTAL FOR SSW72,8 SCREWS TOTAL. No. CURB ROL)LENGTH is T (FACTORY IIN INSTALLED) JOIST DEPTH PLUS TOP PLATESR WITH SSW_y('n,NUTS SHALL O2 SDS 114'x312'SCREWS PROVIDED HEIGHTAND BOTTOM(PROVIDED SSW 3a-MIN WIDTH PLUS SHIM THICKNESS. BE SNUG TIGHT.DO NOT + WITH WALL SSWISx7 75x7 SY:' 7'-1YL' HEADER BY USE AN IMPACT WRENCH. SSW18x7 OTHERS.FOR SSW21x7 MULTI-PLY HEADER INTERIOR ELEVATION O FASTEN PLYS TOGETHER WITH 16d 6' 1•2' REQUIREMENTS COMMON NAILS AT 16'O.C.ALONG EACH 6SW24%7 11 _ Q Q Q Q EDGE OF BEAM. SSW72x8 SEEe 2 4 15/32'SHEATHING BETWEEN SSW15x8 8'-T):• •0 0• ..... ..... SHEAR TRANSFER PLATE 1 O AND#74 SELF-DRILLING SCREWS DEPTH AND EXTEND FULL WIDTH EA SSW18x8 2x HEADER PLYS SHALL MATCH HEADER SSW21x8 6- 6'- ° ° (PROVIDED WITH SSW-2KT) OF SSW21.8 Q Q ORDER TWO-STORY STEEL STRONG-WALL SSW,MIN IMUM, STACKED WALL (SSW78 SHOWN) 1.HE HEIGHT OF THE GARAGE CURB SEE SHEET SSW4 RIM JOIST FOR EM E SSWP- ADD-ST ST TO WALL: SEPARATELY. SIDE VIEW KAZEL ARCHITECTURE ABOVE THE GARAGE SLAB IS CRITICAL ADD-STORY R MODEL SEPARATELY. pgg sysrEM WHEN sswP- NAME SSW WITH MULTI-PLY HEADER FOR HE ROUGH HEADER OPENING AT 4�4 MODEL SSW•2KT. GARAGE RETURN WALLS. 6 ISSPECIF'ED FXAMpLE:SSW21x9-STK o° ° EXAMPLE:SSW21-2KT SHEAR TRANSFER 2.SHIMS ARE NOT PROVIDED WITH o BY OTHERS STEEL STRONG-WALL. Q Q Q (LTP4 SHOWN) 3.FURRING ON UNDERSIDE OF GARAGE 2 WhldeDlere Court,P.O.Box 169,S)leonk,NY 11972 HEADER MAY BE NECESSARY FOR POST&POST 4 REGISTERED DESIGN PROFESSIONAL MULTI-PLY HEADERS 11 Phone:631-874-2925 Fax:631-874-7377 LESSER ROUGH OPENING HEIGHTS. BASEDETAIL 0 0 0 0 IS PERMITTED TO MODIFY DETAILS kerlea4-292 rC Fax: BY OTHERS FOR SPECIFIC CONDITIONS. 1.STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY'SIMPSON STRONG-TIE COMPANY,INC.' REGISTERED DESIGN PROFESSIONAL 10d COMMON NAILS HOME OFFICE:5956 W.LAS POSITAS BLVD.,PLEASANFCN,CA 94588 TEL(8CO)9995099,FAX(925)847-1597. Proposed Home for: F PERMITTED TO MOTIONS.TAILS .,, `� (NOTINCLUDED FOR SPECIFIC CONDITIONS. TWO•STORY STACKED ) 'SIMPSON IS RONG-TIEPRODUCT IS SUBJECT TO THE APPROVAL OF THE RED LOCAL BUILDING 'U �•'.�•.••1• �'"� WALL CONNECTION KIT O O O O 2.USE OF HIS PRODUCT IS SUBJECT TO THEAPPROVAL OF THE BUILDING DEPARTMENT. DJ Custom Homes •":• 3.THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE.DESIGNOFTHE ° WALL MODEL BUILDING'S LATERAL FORCE RESISTING SYSTEM,INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM 265 Arshamomaque Avenue 4 •'.� /•+ '�•••'`7 •.` t•• WIDTH CONTENTS THE STRUCTURE TO THE GROUND,IS THE RESPONSIBILITY OF THE SPECIFIER. Southold,New York 11971 GARAGE WALL OPTION 1 GARAGE WALL OPTION 2aw (inl NO. 4.ENGINEEROFRECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 15 SSW1S-2KT EACH KIT CONTAINS: 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ELEVATIONS,ETC,PRIOR TO INSTALLATION OF ANY Town of Southold NOTE: FOR GARAGE WALL OPTION 2 I•'_1j.,': -I1 ,.I (')SHEAR TRANSFER PLATE COMPONENTS FOR THE TEELSTRONG-WALL SYSTEM.IF ANY DISCREPANCIES ARE FOUND,THEY SHALL BE BROUGHT (0110 Of Suffolk 7-FT.HIGH STEEL STRONG-WALL MODELS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: .LL'i'.e'(I'�.�'.: Lti f. 18 SSW18-2KT 1-*#14 SCREWS) TO HE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. County SHEAR '� (2)1'x 48'THREADED RODS ASTM A36) 8.INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS.THE PERFORMANCE OF ARE 80',2'TALLER THAN 7-FT.HIGH W000 20UT OF PLANEFLOADING EFFECT 4 OR 7 ' III "•'•'•'1� 21 SSW21-2K7 (6)HEAVY HEX NUTS ( MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER SCTM#:1000-56-2-14 FEMA:X STHONGWALL SHEARWALLS SS ALTERNATE REGISTERED DESIGN PROFESSIONAL 7.SIMPSON STRONG COMPANY,INC.RESERVES THE RIGHT TO CHANGE SPECIFICATIONS,DESIGNS,AND MODELS 3.INCR N0`VERTURNING AND DRIFT DUE IS PERMITTEDTO MODIFY DETAILS 24 SSW24-2KT INSTALLATION INSTRUCTIONS EXTERIOR ELEVATION WITH OUT NOTICE OR LIABILITY FOR SUCH CHANGES. TO ADDITIONAL HEIGHT. FOR SPECIFIC Co 8.ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE Simpson Steel ALTERNATE GARAGE WALL OPTIONS 3 TWO-STORY STACKED 6 TWO-STORY STACKED FLOOR FRAMING 9 NOTES 12 Strong-Wall Details STEEL STRONG-WALL 1 9/21/2009 2006 IBC REVISIONS Date:April 16,2024 FRAMING DETAILS 2 4116/2014 2012 IBC REVISIONS. Scale:As noted D4 GYf��UL"L"OC�f �1L-C�f�VC .. A A/nR/2n7R 2015113r.REVISIONS n-..:....a T.T.. SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD N ,S'UFFOLK COUNTY, N.Y, 1000-56-02-14 SCALE- 1=30' FEBRUARY 8, 2024 MARCH 13, 2024 (REVISIONS) APRIL 1, 2024(PROPOSED SEP77C SYSTEM ADDED) MAY 23, 2024 (CONTOUR LINES ADDED) TEST HOLE DATA �Ai 4 flDFC- V NrOLWALD OEaSfJINCE . 3/{/1024 Q.1L9' aSOARK QROIN.LOAu d. s r �W 9LT NL =_E _ J' �\ Southold ToWn , PALE eRo;w FM sArro \ era y. Baatd of Tnls6ee� VACANT Ina aao��xnlw LOT 4. i8 �tJiA 150'WEBANDS a,°a 34 •3 (p NOTE NOlWAM?ENCOUNIERED �1 - °RfNp1 'a�t SEIHRCK UNE 100'70P OF BANK '',a W 0 . 'J- p \ \SETBACK IRIE `\'��`\ u, (n 4 l ZILO 63'20'70"E _ _.� 1 ? r �' i y oA 0. C cue d 'LOT 5 Pt�PosEo $ S I� -� �, as ma o �W r eu FFez4.5 Ib 111 • � �a� 1y4� 9 °aa - m 347.37' .I � KEY ay3 Z A G � 1 .� «�.� O o REBAN � S Vli .,1�11i7� R Io�W�.mO Mmw'w�Sun.W.Wrt40.'Ply.JKnMM NEUo ,, K ANN S83'20'10W LOT 6 -sE R l ' WITH PUBLIC WATER Certified To: B TESTNa.E Tm DWEWNG 265 Arshamomaque, LLC ■ 7EST T American Dream Abstract, Inc. First.American Title Insurance Company ■ NONUMENr o�pEW YoR4 1 NE7LAND FLAG �4i o t Tod -0.-UROT'Y POLEAMANDS - - c' ti •~ . 8iA 1 COwTOW LINES AND QEVAUMS RUEMNCFD TO RAW 88 - AREA-26,361 $Q. Fr. _ N.Y.S. LIC. NO 49618 NOM PROPmSm SIP=S>S011 OESMW BY O]MBM ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATION PECONIC 5VRVEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765-1797 LOT NUMBERS REFER TO."MAP OF BEIXEDON ESTATES" EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL,CER77RCA710NS ( ) ( ) BLOCK 2 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 7RAVELER STREET 09-202 MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 I