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Home My WebLink About1000-113.-8-6 OFFICE LOCATION: ®��®F S® MAILING ADDRESS: Town Hall Annex "` ® P.O.Box 1179 54375 State Route 25 [ E Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G Telephone: 631 765-1938 Southold,NY 11971 � a c®Uf�fiV,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2023 Re: LWRP Coastal Consistency Review for JOSEPH SBARRA SCTM# 1000-113-8-6 Debbie Orlando on behalf of JOSEPH SBARRA requests a Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living space, 2,001 sq.ft. second floor living space, 277sq.ft. front covered porch, 104sq.ft. side covered patio, 488sq.ft. seaward first floor covered patio with terrace above, 54sq.ft. side covered entrance, and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling; a 20'x40' in-ground pool with a 400sq.ft. patio surround, pool enclosure fencing, pool equipment area; and to install an I/A OWTS sanitary system. Located: 2590 Cox Neck Road, Mattituck. SCTM# 1000-113-8-6 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. It is recommended a vegetated buffer landward of the wetland be required. 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 RECEIVED LWRP CONSISTENCY ASSESSMENT FORM NOV 3 0 2023 S—o—u—t h—o-1d Town A. INSTRUCTIONS Planning 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 Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" 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# - , C' PROJECT NAME f?�C N►-P - 1 r)�:- 0-� 1 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action:t,�w cQ r-�'on .V)O-n c l S�'�l vv i✓ rn S �iC` .f' �� SPCo'1c-, �e_ynoy-er�8 loore�� o, rfGr Covfre r/�r}1 v Side CGic toss ,'�o�l �CSX e-In Location of action: a l O c uxc - Site acreage: C>q �O e�cYP Present land use: C•P S 11 J-erl�i G{ 1 Present zoning classification: 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: �JU� (b) Mailing address: Q (A UU (c) Telephone number: Area Code (d) Application number,if any: 1 " ® tq Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency? 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. Yes No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III—�=plicable ges 3 through 6 for evaluation criteria ❑ Yes ❑ No 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 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 Pag 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable 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 ❑ No � Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluatio criteria. ❑ ❑ Yes No Tot Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. a LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable 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. ❑ YeO No Not Applicable Attach additional sheets if necessary WORHING 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 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. El Yes El No L Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 forZNot ion criteria. El YesEl NoApplicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pa es 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY]::)k!h6 C DC J Q r�C) TITLE 1'2� DATE I CI 10— If • r � - i`a9 is - -- .. ,.. �-r. - - -e�„�-_- AL 1* k®r' ` p• 's..'rs s' r fit ;! ti� i+.% fiEE BEO.NO M1W v�" MATCN ,pn,r. 15n1c, Ob,i n ae k '!!n • M4TC LMb ,.... 141 y.3 y ' OR PCL NO.'. • b zb t.N, ' iOfl Rq.NO 11-13% BSES SE. _ .'C 1 11Nn SEE B6C e6 diim OR EC +,'" ,• �L M11L+ ) wia 9 1 j i .w W M1 Gi. OR K..NO p3-0bpl 1888100E ' *` .`� L < >N Wta b 02-iT.01 �'p o + k 11 Q9 f . T 0 4 t�11d Yi bEM<tU0 N0. Oe,Y01 r'n � e• .,M. Tv' p .. TS � S �� • 4 v y{ON y � 86,141 asoxol .. 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N 113 —1 p w � a6,WeR10N llCn RE S'UUTHOID fay 6 9u1B1ED na _� rw.r,srb o..•o..e ... ,f. -4' o a a vx,.w1 wR,iu11'fA.BY[H a'n[ r ..••r — �. _.-. ...., g �+na=,r�Ti TM sesnce roar.. n '„ •.. ...,.�rc } RE VIs1oN s: Q SECTION R301-DESIGN CRITERIA GENERAL NOTES: 1681ED FOR PE- 065=3 3 } R301,21,2 Protection Of Openings. 714EFRGINTECTWLLL NOT WIVE roNTRW OR CHARGE OFARDW,LL NOT BE RESPONSIBLE Q MF THE-DUGASPR " FOR CONSTRUCTION MEANS,METHODS,E QUE9,BEWENCES AND PROGRAMS IN Exterior Glazing in buildings located in wintlborne regions shall be "' GG_nGmJw1THTHE_ MESTERUNDERRTW°°DPPNEL --riT---r---l--'v'Tv---P---T--aT-�-- prMectetl from wndbamedebris.Glazed openings protection from FASTEN EACH dip OF36 WITH I I I i 1.THE GONTMCTOq 9HALLOVEALL NOnCEee COMPLY WITH PLL,AWe,ORDNANCEB Z windborne debris shall meet the requirements of the Large Missile (fipax A- BDREASEAGHEND , , , , . , ,I i RULES,REGUWn0N9fl UMYPJLORDERSOFANYPLc10 AVTHORITTe-G°NTHE Z Ties of ASTM E 1996 and ASTM E 1886 as modlfietl in Section "Y.".'.-¢--°''�--�,--�¢-�-;' PERFORMANCE OF THE wORKeSHALL PROMPRY NOTIFY THEARCHECTPTHE DFAYANG9a sPEOFlGnONs AREATVARU ETHEREYMTH. 301.2.1.21.Garage door glazed opening protection for wintlborne #8Xa SCREvrs lmocATAL1. 4xw� zowNERANo ccwrRAcr°RSH LOEFEN,1 MNFYAN LDW MLEs9 THE W ' , , PLYwWDEDGE3 , , 'I' , , WI RS EXPE OTBTHEIRAG UTNOTUMMEDT ATTOF E CEESARI AGES 1O66E5fl DE60RIFTIRJ DATE [ debris shall meet the requirements of an approved impact resisting i e--- -- --v'i i JODORs EESULTISIFIRD THGBUTNOMANCE TOATT°RNEYFEEBNdSING OUT OF OR GN >n6-MINMUM RYYWOa PANEL TO ¢� �, �¢-�$ BEHrID RE6ULPNG FROM THE PEFSORMPNGECF THE wORKFROMDEDTWIT ANY sUCICLAIM, ECKED 0 Btandarxception:d or ASMAruct nor E%rEmAA'x6 gmENBaN I I e I j i DAMAGE.LOS3.°RERPENSE LF. e Exception:Wood structural panels witlla thickness of not sEAm IODESTT UCTIOBLETOBODBY INJURY.YeTHBS,THAN THE OR DEATH OITOINJURY TO ON less than 7/16 inch It 1 mm)and a span of not more than 8 feet �-==+===s-i.i-_--=_3__-'ai_L__ DESTRUCTION OFT/WGIBLE PROPERTY(OTHERTWWTHE NORKITBELF)INCJUOINGTHE DRGWN er,T ii' 0 _ LOSS OF USE RESULTINGEOR THERE FHOMAND N (2438 mm)shall be permitted for opening protection.Panels shall MEMBERUIuOE ROD WOOD PANEL -r l _T -P -T �T-F D)IS GUSEDIN WHOE ORDPART BY ANY NEGLIGFMFCTOROM590N OFTME LF./F>M/PR TI Y , I I! CONTRACTOR.ANYSUBWNTRACTOR,ANYONEGIRECRTORINDRECRYEMPLCYEDBY be precut and attached to the framing surrounding the opening FABTENEACH END OF__ ___ __ ___ F containing the product with Ne glazed opening.panels shall be rypaxa,rrs.Fews EACHEND I i �+ -�' °1 - ° ° mmT GF TREED oR.wYWEFoawHosEACTearvr of rHdn Nwr BE UNABLE.REaAROLEss ETHERORNOTITISGWSEDINPPRTBYANYPA4TTINDEMNFlEDHEREUNOER prednlled as required for the anchorage method and shall be I I ; i ; ; 6 3.LLLi RIORPPRnT STOBEARONwUBLERCORJoS . N a Z I I , , 6 Z 4.ALLCOOESeRE nONe OF2020RES10EN MDEOFNEWTORKBTAESH L - 0 secured with the attachment hardware provided.Attachments shall 4BX4d SGREWSN-O.4ATAu I---- }---�---a;:--- --- ---° 4 GOVERNOVERALLCONSTRUCTIWflINSTALLATIOt 1- be designed ta resist the romponentand gatltlmgloads determined PLYWOOD EDGES I . . I 5.PLLC°NCREIETOMWAMINSTR GTHOF350DPSIAT30°AYSE%CEPT EXPOSED L in accordance with either Table R301.2(2)or ASCE 7,with 1/16'MINMUM RYwOODPARELTO I ' ' I b AIR£9mWJNE0.SLAB9PND STEPS TO BE]500 Pel MIN.ALLwNOREYE TO BE5TOT5 Z NOT FACEEDA4'XB'pMENS10N e....,..&.---L_....0 i I O.FLODRWDNG,ROOF JOST.N DERSewA S-TOSEDOU4Flq RORBETTER W permanent corrosion-resistant attachment hardware provided and Q . II, 1 W,THAMIMMUMI .PS1 - anchorspermanentlyinstalledonthebuilding.Attachment in .-: +---------------'---------------+-L.-.-, i.ALL FOOTINGS TO BEAR ON MRGIN SoL WITH-Mm BEARING CAPACITY OF I TON IF } accordance with Table R301.21.21s g 2:6 oN THE FIATwwU+s RR Z permitted far buildings MEMBER UNDER PLYWOOD PANT FIELD VENFlm SOIL WNpCEE._RY,WM MORE IS TO NOTIFY ARCNTECT Q mean roof height of 45 feet 113.728 mm)or less where the ultimate FA9Tw EAJ _oF_wm, IMMELIATELr eEFOREmoCEEONG mTHpm moftE waRz (LDn Ifimexal?SCREWS EACH ENO BALL ELECTN SHALL WORK SWILL CONFORM TO THE IATeSTREVISION OF THE ELECTRICAL design wind speed,Vu Is 180 mph(290 kph)or less. Im Ivoc CODES AND SHALLBEINSTALLEDBTAUCENSm 61NSURm dECEIOIW. BALL PLUMBING WORK G1 COMPLY wTM=RESIDENTULL OCCES OF New YORK STATE TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL BUILDING CODE nROLL ANO SHALL SEINSTKIED BYAUCENSED a INSUREDFLVMBER 00 F OF NEW YORK STATE WIND-BORNE DEBRIS PROTECTION 10.KRCHENS fl BATHS TO HAVE FXYAVM FPN9A5 PER N20 RESIOENTUL COCE OF NEW a FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ABA4 OPENING PROTECTIVES FOR EXTERIOR YORKC z `I1.COME 8TICIN)T WATER FIPE9 w1TNNINSUTAED WALL JOSi.EYG GVITIE9 TO BE o OPENINGS LARGER THAN 4'X 8' INIRGVOE -EFROGRM MABLEC OCNTYPE DAY NGM HERMOS AT. H FASTENER SPACING 11 EXTERIOR DOORS AND WINDOWS TO BE INSULATED GL48B ANY DOOR OR WINDOW H 4fO0IG 6(Got< SCALE I?=1'-0" "INTH GLASSLESSTHNN,B-ABOVEFLGOR THEGLASSISTO BETEMPFAE0. V FASTENER I.INS H4 Rm SMCKEOETERORSINALLBIBM S80NEONPACH FLOOR U Panel span panel Span< panel Span< 'LEVE11-NGBASEMENTINiERCONiECTmnIR000HOUTauRGING, W TYPE 54 foot 6feet afoot 1£WHEREHEADERSARENOTSPECIFlCALLYGrLfD ONP.ANS.PR°WDE HEADERS F I NGSASPERTHE No.8wood screw °LR�w'�O R 11��iHgVEGwUB�SUPPORT--HEADER SCHECULE ll based anchor with 16" 10" g" ae ON THE FLAT aOUGIAS RR N.AiLLLMEERseoft LARGMUST 1T.ALLLUMBERfl RY ERGE M STBE°RPDESTAMPED MEMBERUNOERRYWOOOPANEL "' 1£OPENNGs FOR EMEROENCYUSESHALLWCLUDTED ES OROPERABLE PANT SOP fL 2-Inch embedment ---T'T+---F---T----�-T-r-- Q FASTED EACH ENDOF 2+B WITH wTNCOWSLOGITmASTO PROVIDE UNCOSIRNANE E1 El TDLEGAL OPENSPACES. length (6pBXa1?9CREW8 EACH END BnCH CPENING6 BWILL NOi IMPEDE EDRE881N 2 EMERGENCYeSWILL HAVEA MINMUM I ' 1 , • --$ I AREAOF£imFr.wTTHAmuminum HaDHTOF 24'flzMW WDTH OF 2vWTH BorroM U "'�""F' OFOIENNrlSH-HERTWW 41•ABDVEFlNSHEDFLroNINALLABOVEGRAGE W No.10 woatl scre 6TONEB(FIRST FLWR WNOOW90PEMNG ONTO GRADE COI 8ES.D 54R.MIN)ALL I[ based anchor With I' HVBTABLE SPACES MUST MEET-BE REWIREMENTS. W 2-inch embedment 16" 12' 9" I' ' ' I'' Wrv004Y ,3.ARO0ECTIs rvor mGAGmroR suPERMSTONINArvr wAGrr uM.Ess Norm I'___¢___+__ I I Jwp$ OTHERWISE - length f0%asr 9CAeYY91PO.GAT A11 BEHIND 20.BOUOBLOp(INGISTOBEINSTAL+EDNROORSYSTEMBBENEA L STRUCTURAL PLYWCODEwE9 I i ' ' i POSTe WHERE LOAA4ARETDBETRANSFERREDT°HEADERS. BEPl49.OROTHER W 1/4-inch la screw MEMBERS BELOW (OR E°UAL .` W g _ II.UU11N9Tm LUMBER TDBETRU99JgSTMICR°LWA-DEBERIE9 v based anchor with 16" 16" 16" I ' " UNLESS CTHERVASE NOTED}!LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO .� 2-Inch embedment LOGTIONSINO ONPU S-NOSRIOINGFERMITTEO.I.AMINATEDLUMBERIS NOT LU TOCOMEINTOCONTACTWTHOWCRETE INBA 12 TOIRDERLOCATIONB PROWOE lV I length "0"' "' I BTIUMINWSMASRCPRGTE ONALLAR°UND-POCKes MLLTPLE MEMBER Q H ]ll6'MINMUM PLYWOOD PANEL TO I j I U BINISTO BE FA9TENEDTOGE1HERASPERMANUFACMtER96PECS. NOTEXCEED-SOMENSIOJ ALL STEEL TO BE ASTMA]6TD BEAR ON STEEL COLUMNS.STEEL BEARING PIATE9 VI _ LL For si:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N, b C ALL ET CCNOBE AST INq O ON PLANS. W Q lmile per hour-0.447 Ms 4Bxa1?EDGES IB'°GATPIL '-'¢"'2('-' 33.SYEd FLITCH PLAE9 TO BEASTMA36 AN]TDBEAR ON WOOD 09r9A9 INgGTED Z B. table is based on 180m hwintls Beds VwT antl a45-foot RYYrLIODEWES ONPIAN•i FLITCH PIAESPRETO BEBWEDP9PER FLITCH PIAEBWTNG SOIEDULE O P p "I I i b 2 FS CEO ON RPN9 WHERE APPLICABLE - LD mean roof height. I i L FLOOR OR CEILING JOISTS VMICHATTAGHTO RUGHHEAGERS.BEAMS,OR OTHER �O I MEISERBARE TO Be INSTALLEDWm1 METAL JOISTHANGDRS. (O b.Fasteners a el.Fall steners installed shall be loppocateding less of than n I iSGNTNEFLAY '' i1__ 25.ALLSKYUGHTOPENINGSARETOBEDOUBLEFRAMEDWITHJOISTHANGERB W I W - structural panel.Fasteners shall be laLated not less thantinch MEMBER UNDER RYwWDPANR 28.NOMEOWNERPNOOR CONTPACTOR IB RESONSIBLE FORALL REWIRED INSPECTIONS Z � m from the edge the anet. FASTEN EA SEND°FNSW,TH DURIN.-GoURSEOFCONSmUCTIONARCHITECFISNDT RESPONSIBLEFOR V W g P CERTIFYING ANY PART OF THE CONSTRUCTION Q WZ I I6#3 x bl?SCREWS EACH ENO 0 GAnchors shall penetrate through the exterior well wvering with 2r.PNY RtESMu8T8EOERWGGD FOR RAMEDwN SARECAP-BY°THER9 Z 0 2B.ALL pMENMOMNG FOR WOOD FRAMmWYLLLSARE TOTHE HARE STIgSUME63 NOTED W W an embedment length of not less than 2 inches into the building 'p 10'OC� oTIB:RNISE l() x7V o I - frame.Fasteners shall be located not less than 212 Inches from Trn 2 LPREPASNGEDTRUSSESTo BE ENGINEERED 6Y OTHERS.OWNER OR mUF O H the edge of concrete block or concrete. CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CAIUCU rvS.SUCH ENGINEER°NS9 LBEARTHESEALAN°SIGN RE°FALICENSEDPROFEGSIONPL (y d.Panels attached to masonry or masonry/stucw shall be TYPICAL OPENING PROTECTIVES p �o� W attached using vibration resistant anchors having an ultimate ( 3o wNTw.croft swuL FAm1uARI:ENMSELFmTHTHE PaaEcrAND GON-T WITH THE o WithdrawalCa Capacity of not less than 1,500 FOR OPENINGS LESS THAN 4'X 8 PRCNECr WITHANY DIGCREPAN❑ESPNORTOSTARTINGANY- O�Q Z p pounds. stile NGS I__ uINTERIOR SHE°ESTO BE SELECTED BY OWNER 0- -7ri 7 3B FRAMER IS O ENSURE THAT ALL FLOOR MEMBERS w NOT FALL DIRECRY BENEATH PLUMBING DROPS Z 2020 RESIDENTIAL CODE OF NEW YORK STATE NOTE: 3a ALL EXTERIOR WINDOWS a DODR9 TO MEETA MIMMUM DESIGN PRESSUREAS NOTEDON dEVATIDNS. UROOF NEW1•VTA1 New.- NEW PV.T.R4 roN15rRUCTION NR�EC ON9WHERE THE BASIC w1NOBPEE0.5 FROM nGURE R3013(5)B EOLML 44IXCEE01,01.VLEBPER HOURn1i.1 KmT)NAVE BEEN OESIGNEDIN ]£TOTHEPPPR°PRWETOWNBULDNGIT IS THE RESPONSrBGUTY OF THE LDEVARTMENi6.TO SUBMIT ANY AN°KLPAfENDED ONWING9 k�1,I �O�pi354'� I I I TO M�ol,AYy Q &ITHRwM BATHROOM41 i14ROOM Ss ELUMBER OAS,NAILS,BO.TDPCREWBE 2EDIRECT ASTIM WITH zI2; U_ rIr PMMMYG I ACCORMNCE YEST FREBBIJREIDNeTTREATED WMS COO O HOT FROM PRESSURE TFIASPERASBE CsN"i �) -I-'t AMERCANFOREST PNDPAPERA59OCIATIW rAFePA)2018WWDFPAME CONSTRUCTION MANWLFOR ONE-ANDTwo-FAMRTpWELLINGS(WFCM),gl4PTER3flfi OF THE SPEpFlGTIONSTD RESIST CORROSION FROM PREBSURE TREATED LUMBER +�, 1�7-•Is ' 0 f--I T r--T I r-,�-T r--r--� ,--T SDEN DE OFNEW YORK STATE AND THEASCETBN DESIGN LOAD FOR BWLDNGSAND BTRUCTIJREe':REMMONOF ANGVASCE T-I6. urmTm , t�07 u" 1121 I„2I „Jz „rr Ir I h,rr I I •I�;la a I I I I I I"rrI Ir SIT I„rr p,rr ry,m Iz II,Jz I N;�z Z l lIIi66EOFTRAPEFORPLUMBINGFIXTURE3 NYSBUIOINGSTANDARDSANDCODES DRAWING INDEX: mm^[."�kle Tu0 I TO THE BESTOFMY KNOWLEDGE.BELIEF AND PROFE591ONAL JUDGEMENT,sUCHLAa ioZ 2HDFLooa r-, F.0. 0= I TRARGaE PLANS OR SPECIFICATIONS ARE IN COMPLIANCEMATITHE21GGNEWYORKSTATE Al COVER SHEETSPLUMBINGRISER z RIJMBING FUCILWE ENERGY CONSERVATI°NC°NSTRUCTTON CODE AND CHAPTER 11 OF THE 2020 A2 FOUNDATION PLAN T�.e i"To" 0 11 ]" SEE I SEE 2' R' SEE I t 3' ]' TPLRE a 'Ir 3- TPBIEI REBIDENIIAL WOE OF NEW YORK STATE. �AY� P3 FOUNDATION DETAILS V Q' c0. TABLE Go.GO 11 GQ G0. BATRmBm/OR WIOSHCWER HEADANDO2 11R, A4 FINISHED EASEMENT PLAN W 1• 4' 4' 4 1 WNRiPOO ATTACIpfEN19 AS FIRST FLOOR CONSTRUCTION PLAN - �' JR PRIMARY BATH NTOA:N FONDER ROOM &OEr fUc WHERE MUNICIPALITIES REQUIRE'HERS'RATINGS THE REM MODEL PROVIDED AB SECOND FLOOR CONSTRUCTION PLAN BYACERTIFIEO HERS RATER SHALL SUPERSEDE ANY SPECIFICATIONS AT SECOND FLOOR FRAMING PLAN = S CONTAINED IN THE CONSTRUCTION DOCUMENTS. Z I -I -, r r-� CLOTHES WASHER STAIJOPIPE r AS SECOND FLOOR CEILING FRAMING PLAN zW m- A9 ROOF PLAN Z i Q I,,2 It,R' Ir 11Ir Ir n12 ,HERB INDEx REPORTAS REOURm BY OTHERS A10 EXTERIOR ELEVATIONS OO E[ I D9HWASHEA ION SEPARATE TRAP) 2 THE BOLDER I9 TO BE HELORESPD.NSIBLE FOR CONTACTING THE HERS RATER THROWHORTHEFROJECTTOMWREA REOUIREDINSPE ON E3SARE A EXTERIOR ELEVATIONS /:,y z_W Q FAIT------------------� - I IAV WG pY SINK WC IAV PFAFORMED A BUILDING SECTION L'' <e FLOOR°RNN £THEBULDER IS TDCONTRNCY WITH HERS RATERFON THE CONSTRUCTION I INSPECTION � LL r A19 BUILDING SECTION �%�_._. o 3 tsTFLOGR S PORTION oFTHE PRaJER.ALL FEESARE THE RESONSIBIUTY OF THE BUILDER A14 DETACHED GARAGE PLANS ELEVATIONS 6 SECTION -06 O0 Q TEE 40. GO C.O. DISHMASHER-FO DFTWDTFPPBWIORWIO g9lNVASHEReFOCO WASTE gSOSER 1'�' PF W AIR WINDSSEALINGRAP]NoDETAILSAND NOTES 4 4 4• LAONpgY TUB(oNEOR MORE COMPARTMFMs tt? D1 WIND STRAPPING DETAILS BATHRroM ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL D9 WI D STRAPPING DETAILS III r D4 NAIL a FASTENING SCHEDULE MEMBERS NPoaTm> ). I11? r I1,T LAVATORY DB TJI INSTALLATION SHEET DATE, 6A212023 0 MEMBERS LOADS LOADS DEFLECTION e c A L e, as HOED WG 9HOwER,BA3mONTHET°TALKDWRAE SQUARE FOOTAGES: 0 SHNR TlTNWGH SHOWERHEApSANDBODY SPRAYS FLOW. E O B49EMEm S.GP.M.MIDLEBS 112ORBALCOME9 c60 FIRST FLOOR LIVING SPACE: 2.170 S.F. y LR3DLL°e/13-014 f Go. TABLE MORE TTHANI236pMUP02£BGP.M SECOND FLWRLNINGSPACE: 2,001 S.F. QA 4 ATTIC TROUT STORAGE ,0 LRID MORE THPN2£B 4P.M UPOSBBGP.M w'STOW �� TOTAL LIVING SPACE: 4.171 S.F. G4 ARSTFLCOR (p �m FlNISHEDBASEMENT. 1.781 S.F. A For9lma=2£4 miAf6uon larmmute=3ie5 UM SRCO FLroR 10 'nBD COV.A UNCON.PORCH ES.PATIOS,6 BALCONIES OAGENCY RT CO. 4 ERs-aROJND SNOW LGm2O 1N 3 v240 FRONT COVERED PORCH: 2T7 S.F A°PRVD,In- SIDE COVERED PATIO: 104 S.F. Q REAR COVERED PATIO. 4Ba SA PLUMBING RISER REEAR TERRACE VERED ENTRANCE: 4.S.F. F 'FOR SIZE OF PLUMBING TRAPS,REFER TO TABLE P3201.7 'a TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 5 -----. w -- --- ---- m a z I - A R MEAN�--J GROUND n YANO DESIGN SEISMIC STIBJECr TOONNGE FROM INNER IGEBARWER ROOD YZ )1 [ �i r J•• e•'t< { BNOWLOAO SPEED TOPOGRPPNC 6PECWLwINO WWD80RNE GESIGNt FROST LINE DESIGN IMOERIAYMEM HALND9 FREmNO ANNWL PH EFFECr98 REDONE DEBW9 ZOGEm GTEGORY wEATHERINa OEPTHN TERMITEY TEMP° EWIRmN INDEX, TEMPI Q ({ 7%9- -"�"'-"- ^=."""-..-„"�.•" ^I•- ((( APSE ISOMER YES I NO NO B SEVERE 3F11 YES NONE 152 Al F 19 (` OCT 2 6 1 2023 `�•� I ) 4 ________________o---__ REVISIONS. IS'AIED FOR PER•1 ObPAQ3_ rt I --------------- ________________________ z 10 3OID V- I O' 2 i I 93'6 1n' I I III I I V]•STc�P DpW FRQ1 D ICI I DE-1-1- DATE B FLOOR TO BLUE6TONE OVER 4' N5 Q PPII cD 0- ILLM U - I _ COTPACTED SOIL(ELOPE AT Vd• 0 I FER FOOT AWAY FRCfiI NW BE, p I I I I DRAWN B TYPICAL STEEL CO LF./BM/PAT' O I I I -PROVIDE 3/B' ALL STEEL DO.-EL I BlSE RATE di ALL STEEL Col_ = I HATCH DDICATES]'LEDGE rwTERIALL A`D L. DROPPED 6'FOR 9:1 I I "F7'mvIDE r])3/B'DI' 1OLL ILN I I BOLTS WTO FOYN'ATE WALL dT lj z I DRcI'rD n•FDR SLAB AT AT PORCH LOCATION fEXTEWIdLLT),KEYED TO AN I I coLu•R BASE MATE OVER nw of m e 0 rate s I NnNllaw GFsrINs ._ INTERIOR HEADER 5GHEDULE I I F•DRCH LOCATION TTP.REFER Q•x A.mwil•AM)POALD ccNCPETE FoorlH, I vd•TH<w NON-6wzm+c GRLVi ArD L •yy yy VL A �µ ALL HP.T£AL FOR WLOp FR/WING I L TO DETAIL 3/A3._ REPFOR.^m WTN r3)CONTWIW6 S BARS.TTP. 5uCT5 A9 FC-1-,TYPICAL )- F oFesw a NDT L.55 TMAN S.T DOlF1Q! TO NAVEARINIwM rooF BsO Ps.l. _____ _H i_ ____________________J I Z W Fxr.M NeT Y42/Jl IE'JOIIT w M NOHINJL LwIBER sI3E� spas. I I Q THE wr " = OI+BSHS e1V•1L S NOT Le59 THAN 34 _4.------- - -----------1 F �NOrLnD 3mErte a`W' 13/3X8 WroD•-O• I (--------RTOBE I Z OI 3%10 6'O'TO D'-D' I A wtlN'wt LADDER D.BE PER'I4£NTLY TTP.9TFFL cOLLL^N Nae� I b'-II V3• 1- A'�- iTAC1.ED TO FQ3:D.W4L W/AN wSIDE PEEL BA 3/e'T11EK T ALL ' Q IdOa3 RIDON dl1� � b)3XI3 B'b'TO IOb' I WDTN 6 Q•Hw THE PROJECTION OFF StEEL BASE PATE AT ALL I I b'-I TII B S 5e CX.AR Nm ICNA! I TUE WALL 19 TO BE A nw OF 3,-OF STEEL COL I DTAIR WIDTR �[ OFT9SN1 DIWL NAK A B¢L MBBNr Q POSTS SMALL BE 4F4(I:OIatNAU FOft ----J b•AND 9uALL BE SPACED NOT HC(� -PROVIDE r])S/e•DIA I 7 W wjT NL•)a ryN K pyaeg pgpy0 M 3a4 n4LL5,UNLESS NOTED OT,ef]WISE I THAN ID•PER]C]0 RESIDENTIAL CODE EXPANSION BOLTS wT0 ¢L f TLPJR TE SHALL BE 6x6 RmwNAV FOR I I SEDTION R3103l.I nTPJ FOINDATILN WALL AT cOLU"N I I DROP TCP 6 TRACTOR TO N J IalO±�H�NOON Y4L 3%6 WALLS,UNLESS NOTED OTHERrvISE I I B SE RATE OVER HIN W 3/4' I I STEP FORTSLAB VERPY NA®ER LF ^ Q M NDRlzorrt-ATEA OP M RrmOn •NaTe�ALL SIZES GALLED GUT ON ANY I r--� I To THK W NON-$HRwK GROR I I OVER TTP. RSER UP TO Z � I'6L�J1AlL NOT lL`'V TUM Sy),RB OP THE POLLOHINS IJRAYVIN65 AiiLL V :: EGRESS WMDOL YELL. w S dND 6HIH5 A5 REG111RED.TTP. I I FMISHED GRADE O Tar YTN A NDRI—ALP AE T OR BUPERSGDE THIS 5L @OULE, ¢rzovve l SEE DETAIL]/A3. F AtD KOTM OP NOT LESS 1%M196 INGEB. -+' 4ATOJ •• I REFER i0 CLNCRETE LMTEL 9< _ n9NA1Ln®� Q ___ : DETAIL 4/d3,TTP. RpI0ATE5 J•DIA STEEL I Iy V I wDICATE9 V 0 LEGEND 6 ABBREVIATIONS I -m coL av TOP OF 36•x36•xQ• 1____________ M TDP OF WALL v DRAIN TO DRYLLELL. TO BE uELD DENOTES 3x4 BY OTUER4 TTP. FCTIIL�D CONCRETE I'-O'.1____________ '. I Hw 4•ABOVE QY.I AL{I NOT MOIQ lH1N 6 INGI� W - N IPW DDQtlIGTa or }_ I 'a I I M re1LgT FEl FRA yNLI •' I ly FOOTMG,iTP.SEE DETAIL 5 I I GRADE TTP. STUCCO E%POSED p U YYMOOFI FASL! TMn VERIFJL DSIII DEI1 rE5 LOAD FOP•DdTIW WdIL rTTPJ _O ON SHEET A3.� J• SRATBI TN4144 dG®..NYl ,� DErDTE°,ww, + I r " . _I[// I +_____ k �oTE Q uwva oR�sT�e Y AFn>® . cn Lory FUTE 7 I ni i_v_Jxn ire•�v_Ix FLu_4u f n)13 XII v8- FLUSR caNr. I TO E TO GRAaE p /VNopIMMn4LY LADDBI OR gFISS 9FIAll.f01VG/JI Home vera TEs Pasrm b I I 'L FPPEa� m TamN a NOr LYJD TM4N u do eS S LFtt ® aAa DH ADD _ 6wFls coL a'oP s L--J^ - I—TO rnaar Nor Coe TMAN B rNueO PPDn I -- v'Jux'wS•FwrED L___J+ = I nAwTAw So—MOLD vorw I Io 3'-b' -]•I • aL 5 a+�ri=.Rt-i.L�. I I f 3•-O•nwnsl 4) VEi11CALLY FOR TI!M• NESM t)r M ABV. PBpVC I 3- :h I GRADE I�Nro11 raL APE. war NY PD�R BEA I s v BASEMENT TPILE. W A5m ABOVE SUB-ROCR I s 0 •PD;FCD CCNCfv-TE SLAB I W mr. BOTron I UNEXGAVATED - wT .,w-Imam-OVER I :w IS— nl Z I I us•STEP D-FRGii I.-aooRTa - - 6 nIL vaPOR FETAFmER Br. BB P�ocl�� Y I I BLuesioNE oVER J•F'wrsD coNCF:<rE - ovER SELL w1-rAciED SOIL. W w TYP.FOUNDATION NOTES: Br n4 - PIDE3•noL ry I L ALL FMmATION ROLLO TO BE 3561a PSI BID, BIDET I I col'PACTED 901L�<9LOPE AOi va PERL _ PROVDE V1•E%:22 IF J bINT. As BTEPB UP To .n I 3e MAx uIGN F - W-O'WW AND IV'THICK P OLRED OOt4O. DL. OL05ET I I FAT dINY FRLT'I Hg19E) GRADE rVJFJ• •v I HANDRAIL,iTP. LL LLG. CEILING I I I 9'-E I/4' u 31'-I 1/4' I OF STEPS .y I - KEYED TO QSI 34'FDSf�D LONG FOOTPY.GLU V INLESS NOTED OTFERITSEVIA. DINHETER I I I I r--__ 36' DRAM TO ,A Z I.ALL REINFORCED W 14 0 417NU ARE TO WQa3m blzrl -BEAM rU]X6 TOP PLATE<NAILE W, I ; DRTUF_LL BY Dm. DOta c OVEN e I I ,tF I OT)ER9,iTP. n C O 0 PEDFORLED umH Of>HtealcUs 1S BARB 45• - L--J I coNT,TOP ausH- ACK wr LLEB uv].aLocKmG _ F OG.NORZOlTAL AND VERTICAL REFER TO rt I �.ti�r�usN__ I BOLTED TURwGN LLEB TN In•DIA�rER eoLTs I6•oc. _ 0 SECTIONS FOR MORE DETAILS DO. EwAL I _ ___ _____=___T=___ I _—_—_—_—_— W 3.ALL FOOTEIGS SHALL BE 352'm PSI FOR F__ I I. I Z V K m f[ REuraxED uv f3)CONrealO S%BARS GA v. GA VANIzm - p AID BE 3'-0•MR BELOW GRADE•STEP :. N wzo A 3•-0l 13' i,.�. ----Jm I_] 5 5 V3' W q O FOOTNI AS REOD,TO MAINTAIN MR DEPM iuU-sTORr a•xa•xv4•STEEL I I n� oL ON imp ca u•Jw•x10• V 4.ROVE GR ON UI4LLS TO BE HELD e•MaL MB. Ia�se BIB _J I PPJRED cONAIL 5 wo EET I I In X O I ABOVE GRADE LVL LantaATED vEN=FrzR __-_ I �.SEE DETAIL s DN SUEEr I 5.0 DENOTES 1LARDIIIIf�D SMOKE a CARBON � I I FIRE PROTECTION I I If MONOJ®E DETECTORS.TYPICAL uR arm) I yll—� I FLEOORSU-6.®DENOTE6 POST LOCATION,PROVIDE uV. LAVATORY REFER TO CO.0 ETEo n)LATER nvLSOLID E LOLxIrYa IfmE�R ALL POSTS ArmD-cTAILZ BEARQY U14LLS DL1I O24STRUCtIGN AND FeaPEDESTALstwcI SEE DETAW,mL]/aj'�,,,- m 4 Le.o¢Ea a+rvE I'- -T tn•3 PRIOR TO FRAMM AID LOADM GF UPPER rL EARALLEL srRANaA I W G -E-DE-THE FLO- I q �ypLS 4 - DRAIN To DRYWELL ov;A6 FER R3aJJS J 3'3'd I I Y i t PROVIDE 19r4•x n Tre••LVL PERIMETER P.r. PREssImE TREATm = I I ,< BT onr_w TYP. E- RFI BOARD AND CRUSH BLOCK AS PER LurmER I I sF a EicN W ED rirPJ B LMEXCAVATED I -O O MANPACIIRER'S SPECIFICATIONS M&FOS PAx PAN RY y I VJ'S EP DOYI FRG I A O o OTWERIA5E SPECIFIED R RISER(Sl I •• L A IPI•fl LADDER TO BE Pc W'IAVE I FIX-FLOOR TO BWESTOHE I • ��J>�I Q RR ROOP R4FTER6 I : J 1TACHED TO FOOD.WALL W/AN MSDE WOT4 OVER d'POJR=D CLNCF£TE I J-' ID(D�F�.'Yi rz B.FASTENNG FOR ALL BTRIL-TIARA,Lvt ... cr:Q•nw.TUE PRaJEcrloN oFF ENE wALL Is Ia¢ SLAB wrH 6xD-Im%Im mQ•1 I I ,) dl MEMBERS 19 TO BE AS PER HARFACTNf�R'8 a.S. Roa r SELF ::. TO BE A nw cF 3•.nAx cs 6•AND-ALL BE DYER uIELL cL-ACTED ID SPECIFICATIONS RO. ROU611 or'ENw L sPxEa NOT roFE tHAN B•PER]m]m =8 SOIL r61--AT V4•PER I I I ;I••�' 07 O)9:m'??;= W 9.FIRST FLOOR DEM MUST BE INSTALLED 91WR EHOVE:R ---- RE9ID-11 CODE 6ERILN R3 .11— FOOT AWAY FROH-BE1PRIOR TO BAC?TUW. I I I I �"'I ��i'�ff� 7 60.NO LVL.F'PJER BEAM OR UIOOD•I-JOIST S� SIrOmG- m •J� aD• 54•___ I I I ;, m m:„=:I� 3-6 - --- V%II Vd'AP032Pa- A-D _- II'-9I/q�---I WITH ComcF EISCOAT TOP COME INTO FFW-VATIO N UTTH s WT. / RTILALLY WDICATE54' Id bTEEL L-- �m I __L_p•-_, •.yl �•-01'�m LU ILNo7mOA.ANC BOLTS7E»3EOAND vIr -- I yl E IFER LEAD COATED COPPER FLASHPG vewPr w nELv fC OR A SPRAT'ON BITIf7PiD119 MEMBRANE „s D PRmrEerloN ea uz• I B: i _a COL W TOP OF l MIN.3 V!'PROJECT ON BOLTS SHALL BE 4e x40'xlb•PO ED 5 9 36'-T' --- S'-T V3 D n LOCATED w TI✓E MIDDLE n+n�OF THE FIRE BLOCK ALL CONGEALED SEE DETn L S�oN�---ETT I U___ PROVIDE won R siAIR I O Q m� Q LL4DTH OF THE PLATE SEE DETAIL+6 ON umm 5PAGE5,TYPICAL. I _I_--�I- GYPS{1 AS REa wotcATEs.•DIA STEEL ccL - STRAPPM DETAILS 5HEET A¢ I I Z J w TOP of u'xsa•xle•Fi'T1FED I r I Q'Z E"e HiL Al O ALARMS DOORS ARE TO Ib,--- $ FTiOVIDE 34•,HP19e'rtAx u1GN m DETAIL E FOOTOG,TYP.Sa < 4 I O i, 0 HAVE POOL ALMN'L3 HAiMR NOT TO PEFnrt A d• O - DETAIL B ON 9uEET A3. I J e LL C 0 @ D .bPNE E TO -TE. 4 NOTE, 6 Q� MEGNANICAL1 i _ -�Lotf ooH FA.STENIN6 FOR MULTIPLE LVL neame L wnlederae aHALL m W MEMBERS AS PER U 4JJmI, .WI1N BrAlR xsTALL s/B•TYPE•x•FIR:. I M FFIAPJN PIeOR TO TAnt 6ATR] R RATED GYP` BOARd ON PROJEDT 1 I3-mw MANUFAGTLRERS SPEGIFIGATION cs riFANmu ArmnDle erAnaa»Ten WALLS•CEEING dDJAS I I F I I Aft NATO 1ST FL NF 1�WiRERNT9 �R FUR1 I I DATE, 6A]11013 LL NOTE, I SEi.ERM.GOHTRAGTOR 15 TO LEVEE I I emvJ n� °�srn d DIAFCT I O THE LENGTH OF THE STEEL I-BEAM- I L___ I S D A L E. A9 NOTED z INCLUDING PERMITTED DEPLEGTION ___a, PRIOR TO INSTALLATION OF FLOOR/ I 4 ------- J L Z./J3OLLG5l]3-014 Q DECK JOISTS AS NECESSARY r_________________ --------------------------� 9 0 rt•-T In• 3r-Io n• // u0 DAANCHOR ? BLtTe.Bee DETAa 4 LINEXCAVATED / // rDx TYPEA• AT ALL DOWhTip I UJ•STEP DLUrI FRQ'I 1—acOR TO BLUE6TONE OVER d' ATALL/ / O I POURED CONCRETE AT FORT SLAB WITH FOOT U41"I Y OVER LLELL / / - t I I CQ'IPACT-SOIL(SLOP'_ VJ•FTR AWA - -- 11 h i t I 3,b• 93�0' 3 ! .3•b• A2 19 `'S FOUNDATION PAN ❑'❑ SCALE:I/4" I'-O" OCT 2 6 2N Scutho! _�_ Board ofTrusieas } REVISIONS: 3 ISSUED FOR PERSIT m TABLE R404.1.2(8) e,tn.Lkne PROVIDE(.)LATER PLGTP. WALK-ABLE HWGED } MINIMUM VERTICAL REINFORCEMENT FOR&,&,10-AND 12-INCH NOMINAL FLAT BASEMENT WALLS bc'e' INSTALL coPPER TERSITE SUIELD Bogim MEiiBIiANE,s/e•IWOD GRATE NSSG4 S E. Iq°)TO Z NPTEL E ER TO DRAWINGS -UM— AT BOTTOH OF(})Ty R EEC URE BTRIOMiAL P—S,OR EG ON S—A CLEAR OPEK-OF Q MByIMLM VEHTIOLL RSNFORCEMFNT 8aA SITE PND SPPONG ImcM+) GN 9uEET9 D].D3 FOR TREATED PLATE dS PER SECTIW T c WI._D.OF TUE FLOOR 9 6F.—COMPLT WTH SW tlaaaei vMtlex9n McNVW(ym Fammmmpn) STRAFPMG DE TAILS R32m MTHE 2W0 RESIDENTIAL TRN3MG AS PER R0m215 VARIES SECTION R310I9.1 OF THE Z MAX)MlM MAgMLM CODE OF NEW YORK STATE WALL HEGHT tM341TNCm GW.W.M.GP "" ' /,/,.", 2m1m 251DENTIAL CODES H .FELT) fl40rFILt / r /r TLOOR bISTS.REFER ", ! / O FRAMNG fiAN9 (2)Y TO OF HORIZONi4 AT 3' FIRST FLOOR VARIES 10' NEW TORIC STATE FROM TOP rF FWNDATION WALL DEES 1P`TION DATE L FEE.) 6M BBmlwlnalmcnn)10 I] FIRST PLOOR RCOR b15TS.REFER • - A--1ATE A GRADE l O POUNDAT WALL NR ply R pR _ TO FRAMING PLdv5 CHECKED 5 T O R NR .rm .L I�ROXIMdTE GRADE I' -.- �8 CONCi�TE LRREL AT O 0 R NR I } DRAWN BY• O R R NR (I)LT.,E X IB'LOI v.B CHOR J POINDATION WALL , BOLTS,EXfETiD SOPENING,�FER < R Bei R R •I M.Ve•PROTECTION BOA® DETAIL Z I r s R R R NR t4CHORISOOLT E.'L IISE fU I , R R R NR PROVIDED WTHM 11.OF EACH E-YTOTE'ELd5TOr1ERC LIQIID AT OPENOYa AS H PROVIDE a MSTALL"KAlNAIC' PROVIDE EL KM 1� Z SI840 NR R NR END(i PLATE,WITHM D'CF ••Il PERtgNENTLT AETi TACUED TO N 0 O S R R R R F MI T"S IFD LOCdTED M 1gMBRAO WATER F'ROOPWG F REQIIREp R:SIDE WIDTH OF D'M. nIE f- O MIDDLE THIRD 6 THE WDTH E a TEM OR EQI<L ON ALL FOADATION WALL WTH.Atl 4®31 R NR R THE PLATE.ALL dI4CHOR BOLTS •( FO!-mATION WALL5 BELOW GRADE d - J. 6u HAVE A MMIMPI W w _SE WOyDOW PROJECTION OFF THE W LL ISNR ZZ + F 0 0 0@4] 5®4l NR R w EMBE 6 Z t'M CONCRETE I N 715'ED ELLAR S I• MAX SHALL BE SPACED NOT V ` ap A BEE F65TENEp TO THE— ) y Z 4 R R R NR p WITH IM a'm 3'X3•V4'THICK )• J FLOOR PLAN FOR 2 F MORE THAN B•PER THE 2— Q } R R R NR So J SOJARE WASUER AS aEOJIRED O c V FOU .T,—-AH w I ORa STAITE R._1 rvEW F 5 /i _ Y+REBAR AT 45.OL-VERTICAL T Q 0 AMM T Ell R R R F U.1 POURED r S REBAR AT 45'OL.HORIZONTAL -O 2 LOCATION J 00 uIpI JJI WALL WTH 1 Qp m„2�W I• g 0 5® SW41 NR NR Iu C� iE OF SSmm PSI CONCRETE Y LLB ZW 1 GOJNDATIIJN UNLL ' L W 4 R RB R R SFRAT-ON WATERPROOFmG j5 R R R NR ) m IO'PERIMETER JOMt 11" IFQMJATIGNGN wALIELS FROM b• m 33 OH .1 I• 49" Z QBRR NRR NR 0 TO AT }}• BELOIV GRADE TO FOOTR 13 O 0 6 y% 5®Y NR R 4•HICK CONCL E 11 S.DIAML DW M PIPE H O M f 9 6831 6®dl 4®40 NR SLAB W TN A MM 6 I VI'X3 I/2°KET WAT PIrEROR SCUD WALL •.I., •)I ORdM BASKET BY OTHEK • 3SOm P51 CONCFCTE p f IB BB20 —CATION WALL I RRONDE b'DEEP RIVER V O Per411ncn.25.amm.fimt=]OE.&nmtpeuneper+puaw tom=o.,sn lbe hnlpwntl pw.yuara loot parlool=66951Pa 6X6-ImxIm W1M 'll CONCrc-TE OR GR(AlT 'p li .I IaOCK FILL AT BASE W ReNm Rv9e0vtl CONTMJlTL9 AT JOMi CCNICRETE SLAB Y 1.. .-1 —OL LL£LL 11.7 Iw (0)K REBAR CONTI lS II(. F` g�F GR'GeRS.R—, •• I >Smltlnsn.wm.mamanm.mmm.uerwesw aasmfimwn sYs.m RperroT.ge R4]s, _ O 0.TelaewWn en Msatlnmmomn9 Mrswmleminmwm YnM aanSm M60,0W A venRm nmmrvwmniMWaYmlO stranpn mbvatlan 6o,SW ylmpm tle dAlaram�e¢etlan sp«dietlnmemnb am p+emdeem •b REBAR AT AS.04 _ _ } AIT CORVERR enmmanm mta S«an F-A.—Sane Tege 111—]ISl -MIN VERTICALLY F.RDIt FOOTI G _ r`Y %•LITJG 6 REBAR AT o W _____ _-0' _ Q aRmtlotesrownnlmOlmMmmmeotbmpuetl ncemror6mm nomnelmis(mmee mm paYamiwnvnB+Ysmm+m Mutllmw 6MIL VAPOR MTO FOUNDATION WALL - 45'OL.HORIZONTAL vernal mMorwment anal M No 4®40 bNw+n nnm. Q eMomtle eellemanwmmnrs LR40,nfiweL¢Oa unw««be MgMmmv basements¢INmrtiav OF jR I.mtmpomamn Mt OCA VET p gYrTe«WSMnpin aeatmmanmun0a,ancee Ward yanm WkleMYwFN'faem Ne mP.neaonem dim.nacMi6ne. MCQIPACTED SOIL d5' RiICAL W kVeNml nmielcemmtanaOMYxantlmpnrpaenvermi}mnn meawwehom me nude mnmme vaL Tae cnmrmme smm NMl —A OH WALL vp¢5etl bmaon N mm�mmme«eater m 10 green)mme sal mieenns w)inM SEE PLANS FOR SIZE ��m m:"awmmm�4m.awweimmm.,Mp.lammm.�6 6anmMnm. ,mm.Dm¢.mmwr«�m4mmm nTYP. FOUNDATION WALL DETAIL nEGRESS WINDOW WELL DETAIL_d n W _ minaman,imsn mrNaS nea.ae.aalmmlen .2..Maro.br0«mn. PLAN VIEW Z W k mnatll wvap«Rae ewrpnsm aaanSM fegMMba�N ne2.500 pYm30 aaiy umeasenip�n«ammpa 310ppFmmme I SCALES V)'.1'-0• SCALE: V-m• p L TMakmnnmaemne reW«E3Nennpwvlee NemnnumapeePeemmwevsna+aenpllmencreta fo k4.OW let. III )f,f 2 mApannfam enanummnmmnMmWmna Nl2mwabpnnmee,peneeeminmmmanmfiW mmwnane slwmm�m ALL fEBAR AT Q ALL CORER in F �Tege R60fl]i«mMnnn avm^eervnalp¢m0aelmi naly 1, VERTICAL ,fv a Tneun«MM1 mtlevMO nepeniMee mr Wevm tlanFnamnnsn«,n 2X SM)5 AT Ib'OL AT 9b• N O EOXTEROR WALL REPER 12' ooSmFDw/MO - FLWRRAV(S) _---FMISNED EXTERIOR FINISH,REFER TO 0 BUILORG ELEVATIONS FOR DETAILS TABLE R405.1 MSULATION AT—ERCR �j Q PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM WALLS AS PER MERS' 1ILL is II Sb'FRGTt ALL l F ruTING REPORT 7 II•' LMFlEG Sl1L W SAP rvLs Sym on SQL�—PT04 DFNN4GE FROST HEAVE- VOLIOTENT E 2X BOiTPt PLATE AT TO BUIELDRGR 5ECTIO.JS FOR TYPICAL :• (� C�ECA�L. Z 1EM GYMB0. 4N ACiEPoSTCSe POTLTyiN1 EXPANSIONn EXTERIOR WALL,REFER I EXTERIOR WALL CQ'IPOSITION l4)'b BAR$ Q Q BZ.1 G o 0 WeOgetletl mvrek.Smvelsane mvwrn,60m Gone ton Low TO FLOOR RAN(S) ni CG4TInWPJS - GW «nfinn PROPOSED PATIO FIN15m •% II AT<9B0 lu GP Powllmetlee SnMsaSmwO smtlmorurn. Gootl Len Low FLOOR JOISTS.REFER I �FBE TO FLOOR PLAYS.TOR SPAC D]4.OL I•Y a I m VERPICAL �XU 1133 I 60b Brno fine TO FRd10Ya PLANS I TO BE SELECTED BY lJU)JEW Q O O H SW, fie0greeatl santls.«vwOY eantla,InLe or no Geotl L L ____ fStIRaIPB) � • ii GROUP11 ..;L n '•+; �REB O W Weee4 Rntla«_T,aentla Mma cone Lon Len 1212X PRE5511RE i �® (4)K BARS •f . -- o Pamr ro imn —ED PLATE I COMIMIWS II. II COfd1ER5 AT w W jTQ O GM 96ry Swwb.SmWleantlzMnaxmnv I AAS�.ALL IIII�� Z Lon X X d X_ X— _ ALL 0(� sA smY ullq e«aRl mwmrn I nMOAn y TTPIcgL Gone //' w,..' , ' 1 p 3509 PSI - II I RM JOIST,REFER To I LI d —__ CWCIRETE ?I 14 +; w PLAN(W l. • $. ' OO:aos,mn REODOCK R d 'X]VY X 5A6. �D V'I t an-,'-_ STEEL A LE W/IR• e. LIJ L'O i�y�a n�Yz z O. I d PWIED cONCfLTE > �TVDS WELDED TO I� I�r I;jc i': H/ / /., d ANCHgi BOLT9E GLS AT G _ (7 EXTENDING MT E 'OL ,Y U F , - 14 s90v Psi Hco ICMPc-r�E C II YIOW I g!n _ c W / ____ ______________ _ SOMeTRiC TYP CONCRETE TYP CORNER S mN O 0 / 4, / 5/ WA DETAIQND DH A ----------------- T LINTEL DETAILS REINFORCING DETAIL _ W TO V AS SO— Ill COPPER FLASHING,AS _ Ill 1 hW•25A mrt / R 1 2• SC'N-E'KTS. KTS. Q: i d aloe mrmlAon rtal«Sme er+mepeknar4 menas groat,nw6um meina ¢2mm�1o4mcMa Prnmv.antl pmra Yza Nan2FMnla+nm. FOW 104 } Sodv Mmvlorvpemael exmnwnhp®SYnmvpaa0x/nen PO elOro lS+WawMvm+emm Pmemd npennnawaR«fOro35Wvmb MMv EFERAll. 6d S Z M1ngM1 Pmemm�nmmn nareaM SmatRNnA Q upwTo MTERIOR BASEMENT I'_2• �.cc m I. n WALL.REFER TO Q TABLE R4D22 MISu=D CELLAR F.00. d c Q,0 E"12 5TEEL AND 5TEEL COLUMN NOTE5: PLAN cN PAGE a () MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE d 8 MINMWd sPEDFlm rbMPRES6tvE ALL 5TRUGTURAL STEEL TO A5TM �'BIS Dvi O 3 sTRENGTH°Aid tvFE rM LOCgnoxoF coN4EElE All . J (fy-561-0 AND 5HALL BE SHOP Q Weematlno PMennl PRIM� AT FOOTING LAGATIONE,PROVIDE NFPM Moe am s en �LP. FLASHING DETAIL AT PATIO W 5/5'THK.x 12'x I2'BASE PLATES I anememnma.rollnmama antl poet AT FOUNDATIONTHr,x L LOCATONS, SCALES I-•I'-O' � ELEVdTILM H cwvpe nmeapneemme sager 2.5m 2.m5 2.smc PROVIDE 9/5'THK x 12'LONG x 8 Saamn.ntammantl mtara dpn4n (THICKNESS OF FNVT.AALU 2,530 25G] 25pSo . • • _ DATE. bmam23 (] Fwee,newp¢aPw lbwwm PROVIDE(4)5/4'VIA(A325 TIC vgr O Bvnm+mraM,Innntln wa6v.extanw Ell.BOLTS)TO CONNECT COLUMNS,TO ~� ELEVAT y LE4B •Fanmem .ION 6 C A L E r A9 NOTED merv«tlml 5m mI—— Z 3,WSe ]5me BEAM5. e4• I I L LR3DWG5123-mot e waamw PROVIDE(4)5/5"DIAL EXPANSION _ ELevdrld 4�' F roamsenm r+enn llPRm. �nFina.+tl Q ;56] ],000e,e,l �5mge,t BOLTS INTO FOOTINGS AT COLUMN /;o: a6' J BASE PLATE OVER MIN.OF 9/4+THK, / FmnNG O PoT9.1 gene pr+pan mm=6695Iv$ OF NON-SHRINK GROUT AND SHIMS AS �- r T sa°X s4•X m' REOIIIRED. (TYPJ 4• r-T-T7 POI ,l.xNC asMmm�mz6tlara w. II II b sn Tege R30L2U)Iorw.ama,m3 Fmne.L ALL Y..El TO BE TI OXX AND MEET „ -T-� Q Acw�mm.mmn.lwamm mmrswgmlroMRne aaemaaeno amn ALI5.G.5F'ECS.SECTION I.I7. II S.- Q'X42 FooTMG S nnsaucpon 36•X 06°X D° 2'k 42•X K• I--- --+--'� 46•X dB°X Ib° y 0 wlneer-omnnee cm«aeme�remnxiu Fmmmea ALL WELDIN6,TO BE PERPOl BY PgIRED CONe. POUF�D wNe. ey PeuzD CDNC. aemwm w]mmr+lmam.a rFw.emm�Nml«mLy.emm.mnnH.m)wmM LICEN5ED Y'ELDERS. I I a + P lFm gango Ono MnennN�v+abermM�loalMnmtlre loml elr wAem(parrnmp /J��/ (4)Ya BARS (4)b BLRS - ; -�-� (a)4 BARS I I I EACH IUlY' Z ImmLv�mme)mn«bnman]P MmtlePmMeaeem6eticmnPnalw EACHWAT I EACH WAY EAC4WAY pinstllmwenm.m bl«n.memnm + J ZLL PBe�vn� _ _ Wl¢5O STEEL I-BEAT A, ELMI 3 : 9 ``✓::° E:r. }� (i'i F i' •iaF'I ecnle�XT9 POCKET DETAIL TYP. FOOTING DETAILS A3 19 BEAM OCT 2 6 CO23 S(il,�l�ii)ITii!•t1� � � GOuid riTrusteas__ _._.�._._...� } REVISION S. 3 IS'-�1•ED FOR PcF IT, C6/JOnJ } I _Z F Z W pE6O-- ATE 7 D OUNEXCAVATED ....K E D B T DRAWN BY. LF./Bn/PR I r Z n a 0 z w Z , � a z � � Q 19'-9• Ib'-9 V3' J Q � U W OONTRACTOR TO L W vERRY NJ'IBER t1) �• o:wsER w To Q BEDROOM b' U1.71.'IC-OUT GYM FIN19HED GRADE Z � iB;sF.AREA C ex 4F.A �¢O Ia ]dA P]LIGHT REWIRED nB LIGHT REWIRED O w ROVIDED Y ELECTWCALLY PROVIDED O F Ix L VENT]Z:WIRED _ dx B.9 vENT REWIR:D TI U U v U q B0 FRONDED MErl1ANIOdLLT PROVIDED : --------------- lu W : Q 36' 36' w B�III�• --� --�-- : I BD.O lu W U> o w cn Z m UNEX g ]B• C PRrJVIDE 9d•nlK (LLu F BATH q uu1DMIL TTP. il9 SiEP9 uP i0 "" 11� �C '_CH GRADE.(VJFJ• �- avENT io I c srePs � �- 0 EM. PRAM TO DRTWELL BY O}HERs,TTP. 36'i i I 5H ER ]D' 14L zit ¢ p z m fC m RECREA�T�IONAL AREA Q O k J W uELL W Q U1 0 � F=�ciwc.0 i T�wavDe IL � - J x dB]VENT FEWIRED (-' 1'�CNAWCA:LT PROVIDED I NEX Z X _ F _ FIRE PROTECTION OF FLOORS '�"•,• 00:"'a F'" U PROVIDE f V LATER nM V!•GTE. o •E.B/B'WOOD 9TRIOTLRAL PANEL9. z.'}'= ,i.a I, Q OR EO.QV T1@ DSERBIDE 6 THE BOOR tz LIGHT MID VENTILATION NOTES: PRAnmKa A5 PER R30]33 �-• t-�� - - h,-'7 PRONDE APPROVED (00) x^J 6 MECHANIAAL VENTILATION ti S e ZW SYSTEM CAPABLE OF PRODUCING 035 AIR CHANGE PER HOUR M -�vz• T-B• u•-a• low• W(O n',a b 5 e m__ _n Z MEGHANIGAL VENTILATION a ]XB FRA^ffD UIdLL, - ------------------------ VENT :L OF o TDOOR W FEET PER MUTE(GFMXlPJ8ALB5E �'» V THE ROOM OR A WHOLE-HOU5E SYSTEM IS LED IMr F:� DIRECTLY W-ERGIRDER _ y m __ __________________________ ILATION AREA OF 15 CUBIC Milli PROVIDE S/B•TYPE'%' y-PROVIDE APPROVED LIGHTING 30' FIF�CRATEV GC ='•9 ON WALLS A`G CEILMGTO MEET OF PR D CING AG -J..—LIVIrY,SPACES. Im_AVERAGE IL P INATIO NO AN PPONOE LL�OER 6TAIR FROTECi1pJ AVERAGE ILLUMINATION OF 6Z EFOOT CANDLES(65 LUX)OVERTHE AREA OF NE ROOM AT A cHEOF 30 MGHES(T62 MN _ —TALLATIDNTHE FLOOR LEVEL -'° oP PRAnIrG ArE�roR erAIR BTBIEn _ O L°� O O J PROVDE 3a•I•IIN-30•n4X.HIGH HLLLL LEGEND t A5BREVIATION5 NANOFAIL NOT TO P>:Rnn A l• W NOTE,ALL WALLS TO BE 2X4 v IS' IA eP.:Ec'e io Pv:ETRATE,Trn. PROJECT ])-¢u I OL,CONSTRICTION,UNLESS NOTED ^�., DENOTES]XB D D]36•naL•c• LL OTHERWSE DENOTES]%6 B VaP TO]IID R. CD.O u MG DOOR DI�Ci DATE• b/CIJO]3 NSJg:ALL DOORS ARE TO BE S'-0• I—xxa LAID PLAr AT O M HEIGHT,UNLESS NOTED OTHERWISE PR v®WA L m' ms STAIR WALL.T-. T e O A L E• As No ED NOTE, O°DENOTES HARDWIRED Fr�syeLL C SMOKE CARBON MONOXIDE y y/I3DW35/13-01a F DETECTORS AS PER SECTION R314 NOTE: - Q R315 OF THE 2020 RESIDENTIAL CODE J OF KYS-TYPICAL FIRE BLOCK AND VENT ALL 0 NOTE,ALL AREAS WITHIN ONE MILE CF CONCEALED SPACES COASTLINE AND THE AREA EAST OF Q RIVERHEADARE trtlifo REQUIRED TO H ' LL AVE 9 NI—I�DooA LI8T IOla LL AND Y {.MEXCAVATED WIND-AORIE DEBRIS PROTECTION �vtV � TTA eu.l VTJtr VIBmL.E dl FOR EXTERIOR WINDOWS AMID DOORS. n.� M AIQA GLA88 R30U7.1] �• FT20VIDF,�WMDOW CONTROL f])36'X66' TDD. TJ3D. DQIBLE 30• G0 ]da rDEVIGE5;V'REGUIRED AS PER R31233. H+IG SLAB • i ;.v�- �-� f` �„ its i, i1,,�� @:'',+:I! i``"-�' f FINISHED BASEMENT PLAN A4 19 1 L 0 CT 2 6 2023 �l� SCALE:1/4"- V-0" 1 i �J ! 5�,!f:a'dlct��l ----------- ------------------ -------- ------------- —-—-—---------------------- —-—-—- - z W COV.REAR PORCH DEscRPrloN DATE F1'-plT.5y EI 12--0 V�' .2-V4' z L_NO_— INTERIOR HEADEFt SChiEMILE �._m—— 1 —————————————— ———————————————-- ——— ALL FOR TO A MINiMYM N OP CA—1. - - - DOOR I—.'D. z ------------------- (5) TO A 022a. TO.-0. FPOSTS SNP BE b.b(N01a1 FOR X 2x6 WALLS.5 IS TED 0 C—REAT FQOM —D TO .1 3l.0 L CONCRETE LEGEND 49 ABBREVIATIONS XZ W 0—.X4 W1 V Lm -- - -----A 1CL - —70-1 y PUFF AN PpETRG TE TO LU DIMM ROOM 1.7 21% A_ @ 2- ----- ;,I& iu - - .1. T F z //4-11V. 2 ------ LU W z 9,)K 2 n JU zT LU KITCWENO____i r I gygy f O QOU )<V ffLAVATORr FAME_ILY -Jm ROOM gra I W a24_QA 2-L--I— JL El j, z PAR T. D(D Il-0 • co 0 rP "0 T' JsreEL 0'2'-5 14' :!_T 1a•r I I___ m SI•� F J Rom'�- ---------------- W VIP VERIFY IN FIELDZ"0 M---------------- W FIRE BLOCKALL Go�NcEALw� z SPACES,TYPICAL. za: FIRST FLOOR WINIXW AND DOOR MIST Liourr A VENT�Y) 1 sraRs�TEn2� MelW*W ..i p T V� I Nam ALL EXTERIOR DOORS ARE TO 10 "T_ O. AVENT#" A-4" HAVE p : TO""' JR PRIMARY 6 Z� POOL.ALARM I TO -1E"I I' TO 4.R 3 13 T. IS— 13 2- FOR --L TO FASTENING MULTIPLE LIA_ —IR J A 4' A. ER5 A5 PER V� NJ —,0— R" O_ MANUFACTURERS SPECIFICATION JDATE, t1_ • -III PANEL ----------- 5L [NOTE, 0ONTRACTOFt 15 To LEVEL iTNE LENOTH or THE STEEL I-BEAM- _BATIQ 0 i . z Ie PRIOR To INSTALLATION OF FLOOR/INC�INS F 050K J015r.AS NEV255ARr • H "%P-T——— 21 FIRST FLOOR PLAN NOTES:NOTE,ALL WALLS TO BE 10--1 US'PLATE HEIGHT AND 2X6 16'01C.CONSTRJCTION.LNLESS NOTED OTWEFWSF- • b NOTE ALL INTERIOR DOORS ARE TO BE 8--0'IN HEIGHT, tZLESS,NOTED OTI.IERWISE. COY,FRONT FOLRC14 t @DENOTES RAFOURED SMOKE 4 CARBON MONOXIDE --------- ---------- -4 ------------------------- ------------- -------- CTOFwS AS MR rECTION FEW 4 R315,OF THE 2020 DETECTORS ---------- ----------------- SIPENTIAL.CODE OF hLY.S.TrPICAL_ NOTE FROVIDE WNPOW CONTRDL DEVICES IF REWIREDI". AS PER R31222. FIRST FLOOR PLAN SCALE:1/4" V-0" !'T 2 6 2,0230 u s y. RE V1910N 8: 3 -------- --------- --------- -------- ISSUED FOR FER'11T. EbDO/l3 QZ I PROVIDE 34'MIN-35' I Md%HIGH N4 FRAIL I NOT TO PERTIT A 4• IA 9 TERRACE PIeA.,=iRAie, I WdTERPROLP BRFAGE,TO I ZBE bELECTE O1NER W DESCRIPTION OdTE jDM ECKED B Y O 1 92'E I/2' Q22'-9 ID-I U2' DRAWN B Y. F./Bri/PR OI/4• b'-I 9/a' S'-10 In' 4'-9' 1 Z INTERIOR HEADER SCHEDULE 36•xbm°Dx m O EGRESS) Ba•(31—EL SLIDING DCDR DH W VE A MINIMUM Ib .I iT \ p Z I " _ NOMINAL LLMBER SIZE. SPANS. iB °^ \` -- (3)2 2 Ob'TO lo.- J p Q• 09T5 SHPL-BE ax41NOMIN4)FOR n UE 2.4 IYP.LLS,UNLESS NOTED QW � P•o9Ts sNALL Be bxb aDMIONAU FW 2x OR PRIMARY NOTE 'a 55 5=dFEd I-I� ZUll � OP THE FOLLOWING DRPriIN6S WiLL - d i O UP R9EDE HI9 5GH DV E. - elx5 PRO DED m IRED 0FFICSIT 0T. - - 0 F UrmiE➢ a IB]VENT REOJI GD V 33.9 PROVIDED LE5ENV 4 ABBREVIATIONS h a vENOiES 2.4 co.p0 - U i eA"DRwu 9 om R o I m , mo• a-s- n In• , fC veNorEs WISH m -----_.a p b• 9yb• o•-I In• a 4 I ' 4 W m 2� oR LDW Pure % _____________________________________ _c I 36• � �� oPENINp 9 ,. w I � . DENDTEs Posi m m m W vFNDTES PDSrED r---- ' � ® LOAD PRaM ABove I ------ W ® BRACED WALL I �I p I RIS_______ F LORNER HOLD DOWN lJC VEM TD WC. --T,°O ABY. ABOVE Im.3 EXT C ilE C APB ANTHONY PD/FR BEPH I«0 �V'N _____ 3O' BY�R n BDr. BonoM 13 ° 11 �gg PRIMARY 30 PD. Z W era eEAwNb WaLL o --- 8—z e 'i $m @� W ry FBlv. BIDET - lom m� nEO Q Ln 22 GL. CLOSET wD Wb ff Lu LLO CLG. CEILINb 2 v. DRYER m � y LL LdV.' TS'%4T• ,m 3m• BY�IOi�iC-� � Q „ _ III Z nIA. U DD. DasLE OVEN I Il_J^OL_JI DYa vISHWMx TER 1 36• R:5_____—_ K u EO —AL - ` ----3 LU IL m 111 RR FLOOR `x 4! �� R16 _ 3T• �S+ II VI z v - IYL GALV. bPLVANIZED , E / �J rmRlz. MDRIzaNra. `7_______________�______7 x3 W.IL' BATH Ldv. o �I 7 S Q ZY 1 MB. MDSE BIB i sHw.ER Br orHERs a____�1__—_m T llJ ix O = LVL BIE,ED VENEER "To °x UI Q O O R - BEDROOM 5 'mll � eAru� "To EM. ] I O m — o i µ m LIR L NEN ' Bx 14]LGHi REQUIRED a-, arve YME TD n � uv. uvAioRY R 4 , p[p. W MAE. MPSONRY '� °��' 20 PROVIDED EM. NAmLL 4a wl W in 0 F£D. PEDESTAL El- m„ 'I 4x TJ PENT RE.-D , 'W _ ________________ , x^ OI 4 qO Nf u FSL PARALLEL STRAND O+,I I IIb PROVIDED i jF ` m m �1 Ul LUMBER Q --_-%� T ' ❑_--6D.--- ' -Q'-_—_m 4 136'`}BEDROOM�4 ai - AID "00 LUMBER UPAN PANTRY ex bID LIGHT REGtI_D ! m U m 0 is V k7 D- axNT RE 1 Q ID(D RR ROOF RPFTER4 N m __ OUIRED 21 N OPENING , 30' i tt R i INK BY O� 1'.m N �••9LIDEL 4 i IIb FOCD w IDED Q W I 1 o c Jz T 'I. I ` O 1e4.. xmt-00_o_____- ___� % -m�- m(7 �IS SHWR SHOWER I Aw ___ ,� " Z E. Sim W.I.C• ° f �a'O �'° o e TYP. TYPIpAL _T'-1 V2'-'_ K VS'Y 10'-O' 4'-9' O'-5 V2' `]'3' I %a•1±.•1 z m m m Z VERT. JiTICPN/VERTILALLY R•9 ` 2 FLLGIR DRAIN dT 36• '—I' __________ m m ,•.`• " aN O VIF VERIFY IN FIELD ___________ WA6HER BR ON _'DEPAY UV C RTS ----- W vwTeR cLaser 2•M;• d� mVm B_ 4 --_ ;a M 0 9 Go o `` WASN<R �___ ', m DRYER TO EM. ` 36' ' ;- 1 O m H ,'Q„e FIRE BLOCK ALL CONGEALED ❑., 36• Z SPACES,TYPICAL. a d I .L ALL EXTERIOR DO RIOOR5 Al.M LDRY o` O� y OR U 6EC4NO FLO WNDOU AND DOOR mrst FOIa LIGHT)ahTlT aLY) HAVE POOL ALARMS I O r�1 s a vaa vlelaLe 'p m b� 4 P�Arrlc / odx BEDROOM r3 3 LLODOJZB) 11AHf. TT T TYPE T. BPS.A BAP NOTE, N - I A-Ess m bx K3 uGM FEmIRED j ❑ j36•%bm•rEGRE55) TDD. D. DOJBLE-HA'a ]a• 5B Imb FASTENING FOR MULTIPLE LVL W m 31B FwavIDED I '>,. -B N iry i W lv 36•xbm• ASP. MEMBERS AS PER %.1,A ,, x ' '- <x v vENr REm1IO I m _ TBD. TBD. OO,IBLE-HAG oss IIb :D , VR GN�Re gpEGIFIGATION s, ' nA FRONDED R4T. b PRo)Ea� ]3-ml+ f IDB•%Bd•f3)PANEL tBD. TBD. SLIDRS _—_—_— O i 9D'O i _ WA K5 5mi %C i WL LRL , CD.p �. , I DATE, bnRm]3 LL ATIO 00 THE LEN1 GOHfRA E STEEL IS TO LEVEL ' U THE LEN:TH OF THE STEEL I-BEAM INOL TcBAT41 i �a i 8 O 4 L E. d4 NOTED Z UD IN6 PERMITTED DE'LEGTION '^ O LL:—AND vEM A em PFCVmED NH APPI80%PTA B CONTdOI nANpALT nm® FR OR TO INSTALLATION OF FLOOR/ 2 LE -c 34 Xb. OEM. 36'Xbm'DH. 36•X6m'ON L L 3DUG9 3-m14 F FqR F)tAf.T LIf%IT Arm VETIf AI@An ALL IXIeROR DOOIm AI@ TO HAve P00.4AIC'ID DECK JOISTS AS NEOE2SARY / ----- 4 J SECOND FLOOR PLAN NOTES: I 36`imp DH 36•Xbl•OH. -IEGRIE59) • 0 1 GL.sudu I RD.w HeTAIR 9 NOTE:ALL WALLS TO BE V-6°PLATE WEIGHT AND 2X6• -TALLER FWOR TD 9'-9' '2'-3' 6'-O Irz' a•-3' 2'�I' T'O' A— WST.nLLAT�OF FRAHWG NO E LLN INTERIOR D ORS A NOTED E 1'-WI1W W AND—— s TEM I rb' l0'-3 In' I'q I9'-4• � S NOTE:ALL MTERIOR DOORS ARE TO BE T-fd"M HEIGN7, STAIR$ARE TO BE SELF F UNLESS NOTED OTHERWISE 6uPPORTWG IB'-9 Irz' IV- ._____.... 0 DENO.7E5 HARDWIRED SMOKE CARBON FIONOXIDE 1 NomFavr -- DASHED- WDI --COVERED FRONT PORCH B------------ DETECTORS AS PER SECTION R314 R3GE5F IEOUIRED L_------- -J V _ RESIDENTIAL CODE OF N.Y9.TYPICAL --yt" 491FI R IZ112 2.WMDOW GONTRL DEV -PASIPER R31737. B _ F' r` SECOND FLOOR PLAN 19 SCALE:114" V-D" O C i 2 6 20213 ! r } 9 N•XII Vd•APB 30F A(BALANCED).CONi. REVISIONS, Q E vF PPED.T--AT --I----- 3 ____________ _______________________________________ ____________` ISSUED FOR PcR•IR� O6/30/13 --_—_ - _---_-------_ --_ IS,1/3' S'-4' Z F ❑TT� p❑a ❑SI' ❑rr �Wrr L ❑mmW ❑W B ��4W� �m Ell�pW DESCRIPTION DATE 7o O y ja ��y A5 nago Y� {�(p_ CHEG KED B T Q = � (X E! oOQXO xq O � ' Y DRAWN BY. T� b I - m ea n f DASH�DD LME INDICATE6 - B� m 12'- bE BOOR ABovE jj V Z INTERIOR HEADER 5GHEDULE d Q Ixlp P.T.LEDGEROAFCJ,6ECURED TO RRI��3/6'T4p1 BOLTS STAGGERED AT Ib'OF. O E ALL—I- A FOR WOOD F I. [9J tXlp NDR -� (Bl 3XIp 1mR tt TO MINIHfi lb .. ___________________________________f]____ Z W _ NO INA L ER slzE, SPANS, R _T d'XTLEE I•STEEL TUBE HEADEDRO�_ BOT. Q G TUBE I N•ABOVE OP 6 (MRU III } (91 OXB W TO bb• O d• 1/4•STEEL TUBE COLU-N5.RILL 6PAN TO Z (9)2XI0 bb'TO B'-O' 99 F ATIO,4 LLW.L BELOW.TTP.(2)COLWNS ~ Q B)-12 Bb'TO 1O'-O• It' -2 1/4• 10'-4 1/4• LJ ❑ 2.4 p POSTS SHALL BE a°4 BE OT W WLLLS a NOTEDTED OTHERYUSE U 3 f POSTS SHALL b•b N(OMINAL FOR ❑K N 2x6 WALLS,UNLESS NOTED OTHERWISE O •' Q OF TF FOLLON�i45 DR,YiIN65 WWILL ANY m48'IL' JOII IY Z 0 vPERs=sE HIS_ E. �w�� xrcI'I ° p p °'c m Y 81I1 - Ukg U LEGEND 6 A55REVIATIONSo DENOTES 2.d W i • °� DE WALL III U --OAD .I III DEHp(ES HIGH ' WQhTt STEEL I-BEAR YV(U 3XB TOP PLATE(NAILER).CONT.-TOP 6 Q OW PLATE 3X0 RRt," NAILER RUSH YV TOP W ROOR JOISTS-PACK OJT UP_B UV 31 0 • NOTES POST BE�� BLMri BOLTED THROUGH LLEB WTH 10"DIAMETER BOLTS Ib•OF ® LDOAD FROM ABOVE - E. a•X4°XVd•S�IEEILy TUBE DO—, — — OI cmCORNER HOLD DOWN O MALIGN W/>= -6 9/a•� i 1 TYP.<]J COL 15-9 9/4' F ABV. PEOV2 4 BEMI WI I� 4 APB ANTHorcr PDrIE�BEAM I I I w 12 I,I W ASP AEpVE SUB-F R �m ❑ _ $ III - Ix 3°e u. - V Bor. BDrron cKEr $s I I I AT Ib 3 (3)3X8-R.l3J 3XB NDR .: x z 111 - T ❑ _ Z m B r BEARNG Ww ;�{{ = W I BID. BIDET 'a III- ejl �° mdlll I Q H LL LL Ci OSET � ° AS'. I - O LLb. CDERILIT R ' d' n c V I Z �" DIA DIAMETER n 113XU RIi1 2'-4' DJRO�I'ED,TOP ATT (� i ALIGN W/ WQIS STEEL I-BEAM W(I)3XB TOP PLATE MAILER).CONT.-TOP OF LANTL. Q DD DOUBLE OVEN BEM NAILER FLUSH X TOF 6 FLOOR JOISTS-PACK OJT DEIS W.to BEAM 2-R EAL H DYL DISHW 9HER ----- BLOCKWG BOLTED TupLUGH LLEB WITH N•DIYIETER BOLTS Ib'OF W/ 1ILL SO FOIAL _____ —_— —_ W FLR, LOOR I ^�� Z Y 3^ m SALV. GALVAMZED _ ___ 3X12 RPT,ALKiN I V 0 Howz NDai DEN w I Iq C 01'gl w BEan Q Z O W HD5 BIB ;I; III ,a III III X o I LrL Lrm+n+nTED vEIEER mI m I I'I 011 3J"XIa•LVL FLUSH It O Q V p W Ll. pD� O�_ 1m' I o W k 0 Pm. FIDTAL ES a N y F5LPARALLEL sTRArro A =I u q4 y i o V 1 iP.r. PRFSE�wETREATEo LUMBER "p °` s'e _ �a ooc ra R RIS_(E) RR ROOF RAFTERS 41 _ F R V 1701'y-iylc W SHWR SHOWER FENINS ��. i s sE¢ I .I mII'cl,sgm - ❑ B. SINK b'-5 I/2' y 19'-4 9/4• 4'-5 1/2• 5'-5' 4'-4 V2' 12'-9 VA' m I ` (D m-"A TYP. OVERT. VFAnGAL/VERnLALLY __(_L_V_L3u-�ER• cANTt O r•Dui f1 a e VIF VERIFY MFIELD _______ _______ •"�` H' YL WA:XEA I __ '%U 1 of m WL.ID FaTERLLOcsr , =.a < •• } FIRE BLOCK ALL CONGEALED Ej II = i a 3 4 SPACES,TYPICAL. So- Z�I m- ts�L Au eXTaK DR DOORS ARE To I z x�' p.p <W wave root aLARr r3 oPEN e 3 NOTE, ABo E xl` 80 0 3.BGo�T 08 FASTENING FOR MULTIPLE LVL MEMBERS A5 PER °x �'I ❑ I°o'a' � ��CTS I MANUFACTURERS SPECIFICATION °m J,O52 0 f ' LL L I �UaYO DATE. 6/ORO33 °'Q 6BJERAL I:ONiRA[.TOR IS TO LEYB- I � 1 _ i BGALE. AS NOTED THE LEN6TH OF T!1£5TB3 1-L'FJW- e mI Z INGWDIN6 PERMITfID DH=LEOTION 19J 3XB-R. (Bl 3XB NDR II 0 PRIOR TO INSTALLATION OF FLOOR/ - -11 I L LlJ3DIIGSA3-OI/ V DECK JOISTS AS NEGE56ARY 9� E—(v 1-Li'LVL Rm JOIST, J °m• -� ]TB P.T.LEDGER BOARD.SE= D TO RPI WJ 3/B'N.BOLTS STAGCaEReD AT 0 ' NOTE:ALL WALLS TO BE 10'-1 1/9"PLATE HEIGHT AND 2X6 STUDS AT 16"O.G.CONSTRUCTION,UNLESS NOTED OTHERWISE. 3•�� 1IIa�@ NOTE:PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN Q THE FLOOR SYSTEM PRIOR TO LOADING OF UPPER LEVELS. I a� �I,•� :FASTENING FOR ALL STRUCTURAL LVL MEMBERS 15 TO r z OG0 ^� ( NOTE, 7ENING R •d F -- -•� ,." BE A5 PER MANUFACTURER'S SPECIFICATIONS. �(9� 3/4•XII_4_LVL DROPPED -iOP AT Ip'-I'ASF. N� (NSPROVIDE 13/4"X 14°LVL RIM BOARD WITH CRUSH M1 ___ _ - ' - 7 MANUFACTURERS SPECIFICATIONS.UNLESS __ __ —_ ., .�,.._ ... A PER M B S AN NOTED OTHERWISE. NOTE:ALL FLITCH PLATES ARE TO BE MANUFACTURED BY BETTER HEADER OR EQUAL j• as i' (f O C I 2 6 2023 f � r SECOND FLOOR FRAMINCx PLAN /47 19 q ` SCALE:I/A" 1'-0" } REVISION S, 3 ________ UF_________ Iss:ED FOR art, } I I Q I I Wz I DESCRIPlIW DATE 7 CHECKED B T. � I I DRAwN BT, - � I I LP./Bn/PR I I F I I 0 INTERIOR HEADER SCHEDULE F (9)]FB tOR (9J lxD rOR (31 txD�R p L ALL MIATERIAL FOR WOOD FR+nIN'b . --�_--_—_—_ l(q{' TD NAVE A nlMwn ro of Bso Ps.l. Y Z • _W NOMINAL LLHBER 51ZEi 5•AnS. p0 ``�\ x (912%t0 6b•i05'-O' RdFTERS (9)2%12 Bb•TO IOb• T Ib•04 J �p a' POSTS SHALL BE dx4 MOMINl3J FOR ]Fb FRdI'm WALL TO � _ W 2x6 WALLS.UNLESS NOTED OTl�WYISE ISmER41D=W RJOF POST9 SHALL BE 6,16 R:OnIrvAIJ FOR RAPiER9 ABOVE N 2xb vNLL9,IMLE9S NOICD OTMFWISE Q •NOre,ALL—E5 cNJ.m ON ANY z ~ OP THE FOLLOWING D ILL d I -cEILMG JOIST.AT Ib°Oc p s1PEueoe THis scN:wLe Brn.AT a-a ASP. � � 0 � LEGEND!ABBREVIATIONS FRA ALL I vErL r6 LOAD O 2x6 FALSE p BEAR NG WA L I RN RS i i m l I T Ui•OL. I Q I I I p . DENDrs PosT n p BRPGm WAJ_L I r31];D NOR F ® GCW�R NOLD D0IW I m ASV. ABOVE _ I r< APB. ANrHONY POWER BEAH L W •VV\ Bm. BOT Dn _ z BP. BEAR PDLN� W W Bx BEAJUN6 rV.LL I '� z I BD. BIDET I z° Q N f- cL CLOSET I I T J019i9 CATL�o�19T9 N LL LLG. LEILIN6 9— z DI o E E I l A I vYl. DOUBLE OVER I O I O W451@R I f212,1efl2l Lu RID H CO. EQUAL L_ p ____, W Y} AI W PLR PLOOR �`, 4i I z �> m Q' bALY. bALVAMZED `x , Q. W _ — p NORL � r_______________________y I 1Q RQZ W NB. Hose BIBO-v ()LVL LAMINATEv VEh=ER FLUN®ER i �L . lxB wdrw•D nASDNRr , nLmPe Bor.Ar xr-m• P. ;"'f! d� I W 0 PED. P©ESTAL BINIC QI ; 3x6 FdLY_ o �'.------------------- PSL PARALLEL STRANp RG TER3 2 IW PALSE p TrI AT AT P.T. PRESSURE TREATm - ^ j ; LV.�ER _'. I,�U r UPAN. PANTRY `I i - -- I eDT,ai�T m:oc 1 o o:.�.i"p a RwDOPR rsJ � yII�_ xe m,11-1 - Q 2y Ty„preRs 14)]xB f113x8N'JR I ]x ASF. i LL11 � � R • B AT m•OL19T9 • rriiO a 6 ? RO. ROUE OPENING ___ p' 3YBC eA•• d AT K•OG_____ ___� '� I ;�.• l0 co II'�--o s. ROD sNELP - W BNrac sNDWER e- sn. s m Z BrvKLAL O 1 O i', I I VERT. VERTILAL/VERTLALLY C , SIP VBiIFYRIN FIELD W =n a W.G. YNTLR LLOSET R m mm (lJ]xB-1 1211.MDR- I V Z SPACES,TYPICAL. 2 dRTAiG•OG� R (v xxe ND _ FIRE.LOGIC ALL GONGEALEO AL9E^ 6 � I Q - e a 4 / Z ^T____________________—___i m tlQIEt ALL EXTERIOR DOORS ARE TO iy iY I ❑Q i W HAVE POOL ALARM3 eor n gym• F. LL d ! I U U n NOTE, Q aIL NG D19 B Ar Ib. �' 00 E FASTENING F MULTIPLE LVL $ ------ D W MAMIFACTURERS SPECIFICATION g _ PRDJeer+ l3-ou w i m, w 2-PAL9E tFb G 1—p 6ETE3U•L CONTRACTOR IS TO LEVEL � ,:,�/ �� I 6 O d L E. 69 rvoTED TFg LeKTH OF ng Sn$1-eEnH- -4T w•Oa- ` Z INCLUDING PHiMfRED DEFLECnoN --- I 0 PwoR To 1NSTALLAnON of FLOOR/ a —� F DECK JOISTS A5 NARY i I L ZJJ9DIIG5O3-a14 f91lxB NDR (B/3M NOR I Q f31]FB HDR (911r9 NOR __________________________J Q NOTE,ALL WALLS TO BE V-1 1/e"PLATE HEIGHT AND 2X6 �I STUDS AT I6"O.G.CONSTRUCTION,UNLESS NOTED OTHERWISE. ? NOTE,PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN Q THE FLOOR SYSTEM PRIOR TO LOADING OF UPPER LEVELS. 0 NQ .FASTENING FOR ALL STRICTURAL LVL MEMBERS 15 TO NO AS PERMANUFACTURER'S MATES MANUFACTURED f.--.• ii..,, (r,;, o F A, O E TE RE TO MTIONS.G RED B7 I / - .. •-'� .-'-. �� G� �,, t.�; BETTER HEADER OR EQUAL LL_______ ___________________________________J ?; =` ;! ,1 SECOND FLOOR CEILING FRAMING PLAN SCALE:1/4"=I_m• A8 P 19 i x d C T 2 G 2020 30ard of Ti,+�Pes } REVISIONS: Q ISSUEp FOR FERTIT: OSAO/13 3 1 : t Q ................... Z l • 1 _ T ...... t : •'A19•: : t F y6( Z i i W • •• •• • • • DESCRIPi10N DaiE - ALL WdTEPo=ROOF BURFACE6 TO BE C N E C K E D O i SLOPEMIL R1LLT AD— O.L.RED EF'DMTAS E I LF. MAWFACTUPoS BY O .15LE OR Ea1AL. •: •"• D R d W N B Q r PROVIDE COPPER EDGING.FLASNMS AS r •; PER MlJAFdCTUFERS SPECS.PROVIDE ;• I LF./Bll/PA tMA.......... FMISN,TTP. 1 3 i :• I � r :• •: r N a _ p INTERIOR HEADER SCHEDULE p o ALL OTERIA NFOR WOOD FRAMING F L MUM fb BBO PSI. Z T U WN'.——ER EIZE, SPANS Q r (S)OXB W TO Z (a)—to 6-'TO B'O' Q (5)—1. S'-0•TO IOb• , 3 2O4 WALLSWALLS.MILBESSFNOTED IOTH—ISE = m WPOSTS SNALL BE bxb(NOMINAL FOR J 2x6 WALLS,UNLESS NOTED OTHERWISE r NOTE:ALL 51ffi GALLED Oli ON ANY Z O OF TE FOLLOWING DRAWIN55 WILL F suPERZEOE TN1s scHEDULe U o LEGEND t ABBREVIATIONS 4' W F DENOTES 2.4 _ FRAMED WALL � B•Q I � �TEs LOAD U N6 WALL Q' '�. DENOTES HIGN o• / ]xb ROOF RAx*EI6 , ]xl0 ROOF o TERS Q IOR LOry PLATE AT W F. Q • ENOTE5 POST W DENOTES LOAD FROM ABOVE `RAGED WALL Ox TIES aT Ox. W ® RNER HOLD DOWN ABV. ABOVE PH. ANTHONY P01'1ER BEAM .IV -T ABOVE SII3}FLOOR IIICI BOTTOM a"� � Z BP. BEAM POLIC_R BYl GEARING YIALL s3i• D �� Q n I BID. BIDET �— 111 LL CE'Ll— ]U F Ou 0. OR - T DIA DIAMETER Ox STUDS AT.9—.—. m b' (4 O 0.. DOUBLE OVEN WALL TO IMDEl�1 E RAFTERS F �{O OlSHWn51rER S IL� 6i105 AT-,-BE wAL�a Ixim RAF RdFTEF6 — —— , Z v W� l� Y� —D.OR �RAPTERs o a I/¢L�oL .]d" I Z Z O W NHORIZ. HOSE BIBS xj/' �_]x1m ROOF RAFTEI(S� pLE W�GLL Tom•OL and I O VI—B O FLVL �R��'� .]. `9 IADERSIDE RdFTERS mu� �, LAIN LINEN (B]I B/a•wl fro• ]C Rx� J I O 2F W V. LAvaroRr coNx i O Mss. MASONRY BOT.ar x4.N ox I O 1(1 Q PE i B1NK m• AGE. iz R o f 7 v PREss�we REA Ep m—AT m•oL j b•oc E� i A LUMBER Q �,Q LYL BEAT% I 00 M1�Oi.mn Z ]xl0 AT RB -15/a•XII— f- PAN. PANTRY �'+p OGROBOT.aT 1,Y�`F 1�(�O�'i i zx' U RR RISER(S) CP.y +. O 'ASF. I Q R OF RAFTERS a� Ci 'V„gj 3'`T ( I ('� R S ROD.SHELF m 'N� ,� 2- —5 T IS'OL � rI E_ G MO. ROUGXROPENIN6 m { W UNDERSIDE RAFTE 9 g w JN•y DASNED L—PDICATEs]Xb < J N f 5. 51NK x 4T 16'OL FROTi TOP OF B.-TO ..� 11 Z TYP. TYPT 11LPL ^ x'� I—ERGIDE NIP RCOF RAFTERS i• 4 !lU _ O VERT. VERTICAL/VERTICALLY �Q •" I. VIF VERIFY IN FIELD _i y�rlA O C n TR �' ]Xa 9Q1p5 4i ib•OL IQIrE a rv4. WATER CLOSET WALL TO UNDERSIDE RAFTERS I •a. 0 5 � I }. FIRE BLOCK ALL GONGEAL.ID I O•Q 5 Z SPACES,TYPICAL. 4 O NOTE.ALL EXTERL10K DOORS E POOL A ARE TO ] B� 3.T5:Q I 0c 0 i W LL OR, ]xQf ROOF RAFTERS ]xl0 ROOF RRE 3 NO TE, AT W OL AT Ib•OGNTE •], STENING FOR MULTIPLE LVL W MBERS AS PERox.NUFAGNRERS SPEGIFIGATION ]xv GOLLdR TIESaT I I- I DATE. bn]nm]5 &Eh LL 0 THE L/W 14 OF THE STEEL IS 1- LEVEL - I THE LENGTH OF THE 51®_1-BEAM- I a.riN FASCIA eoAFm 6 L 4 L E. d9 NoiEo Z INOLUDINO PERMITTED ELECTION ALL AR—,SIDE 0 FWOR TO INSTALLATION OF FLOOR/ I o EPo ANp vARIEs S: z, 3oucsns-o1a f DECK.b15T9 A9 NECESSARY ❑ = I 0 ®NATCN pVD R-- FR6"IE OVERdEd Q �NaTOH wplcaTE9 FLAT I , ROOF WI DECKMi FMISH OH �� /// ALtSR PASCIA WARD ALL ARQND.SIDE 3 ;)� �,`t�; I i Jr� OVEPoId`Y VAPoES A9 19 - -- r ROOF FRAM I NCs PLAN scaLE:Na•.I'-m• ( OT Z 6 2C23 jNOTEr ALL ROOFMG NAILS TO 5S GTANLESS STEEL ' d i I aulLoiNG==wua= Q _ _ _—_—_—_—_—_—_—_ -_—_—_—_—_—_—_—_—_- -_—_—_—_—_—_—_—_—_—_—__ REVISION 6 3 / \ IS°JJED FOR PER'Irt. m6AOR3 } _—_—_—_—_—_—_—_�__—_—_—_ _—_—_—_—_—_��_—_—_—_—_—_—_—.—_—_— Z / \ Q G�R9.LEADERS am DFWtlJAGE CF ENTIRE ROOF \(A- Z TO BE DESIGNED AND INSTALLED BY OTH=R5. W LOOT�WAT°K>ISOF WNDWbBYVM ACTURER ANY ?��/Y \ DISCRE_IE.OR APPROVED EOJ4Lg ARE TWE �/ DP �O DESCRIPTION DpiE j RE6PLT151BILITT W TH'=CLNTRACTCR / R \ CHECKED B T Q BLEACHED CEDAR ROOF / B� QB \ LF. O SH5GLE5 FOR EVEN WZATNERPIG DRAWN B Y ID 5/4•Xb'-ITE AZEK FdSCId BOARD W/5/4•X,WHITE AZEK FRIEZE BOARD \ z H TA]NDR RATE NGT - 0 w pp �TA FL. N .3ND Z m YWITE } N9 a gRT/LATED DIVIDED LITJFg \ F. O.H OH Z z m Z�Z 5/,•X3•WHITE AZEK�S YV \ J V Q 1NN9 LLYITE AZEK SILL. J HEADER pp °P DP DP PITCH DIK£R5. U __________ UU / PRONDE BLRm PROVIDE BLIND R \ F a TA.]ND B-FLOOR FLASHING AS FEO D. CEDAR ROOF SHPGLES R49HING AS REOD. Q TD I FL.PLATE NGr --� \ \ F LGNT EUCHRE-BE \ _ .� SELEOIED BY OWL-R 35 LEDAR SHBGLE SIDM(a. -G' PAINTED WIITE R•SmdRE coLurw \ / ENCLOSIIFE COLOR WlITE 35 35 \ III IL / 6ELECTED BY 0 N./-ULCER DP DP \ iL O ow —___—_—_—_—_ _ _—_ —_—_—_—_—__ ILJ 0 W g z I FRONT ELEVATION (WEST) ECALE.Vb•.I'_m• A F -ALL EXTERIOR WINDOWS AND DOOR5 ARE TO MEET A MNIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT. a It -ALL AREAS WTWIN ONE MILE OF COASTLINE AND T7E AREA EAST OF RVER7EAD ARE REWIRED TO NAVE WIND-BORNE t�— Q DEBRIS PROTECTION(301212)AS DETAILED ON SWEET AL 7 Z -NOTE!ALL EXTERIOR DOORS ARE TO WAVE FOOL ALARI IS Q 0m2r, Z idMIDERL4MeM�ERL CLttPLY WTH ASTI'I D 226,1-1 OR II OR 45T"I D aBbS,1-1.11 111 OR Iv. v m ICE BARRIER THAT CONSI5T5 OF NOT FELLER THAN TWO LAYERg OF IAmERLAYILNT CEI-CNTED TOGET ER OR A SELF ADHERmIG POLYFIER t10DIFiED Q j 0 BITci?I SHEET 9NdLL BE USED IN PLACE OF NOf pL-- ENT AND EXTEND FRCFI THE LO—T EDGEt.OF ALL F -ACES TO A PONT AT O LEAST],•INSIDE THE EXTERIOR WALL LIE OF THE BUILDRG.ON ROOFS W TH 6LOFE E W OR GREATER THAN B WIT6 VERTICAL IN IZ WIT6 HORIZONTAL lu X v O ICE BARKER SHALL PL50 BE APPLIED NOT I--T/AN 36•YIEP9URED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDUIG. y T i p asp o 3g'_O•HAX BLLILDMG HEIG—_—_—_—_—_—_ ------------------- RIDGE HEIGHT --------------7" — — — — — — — ------------------ oNQ NOTE: 1 G6TlER5.LE4DERg dND DRAMdGE 6 EMIFE RCOF / R \( .,w O+io t'^ 1- TO BE DESIGNED O AND MSTALLED BT OTHERS. � B� QB � F':; 0 o E 14 dI COORDMATIONIS RES CF W NpCYBBLE FOR ALL TFR APR �/ fIII�TIIII \� �;,} n T..• �. . IO DBCREPANCIE.OR APPROVE PEm<LS AfE THE O m c W 9I.1—OF THE CGNTRdCTOR vggll=- / Bp aB \ �cmDS1A}, TO]ND FL.PLATE HGT -- -_ FR FL- A9 REO—_—_—_ ,N '• F •n _ --------------------------------------------- .1 W i TA hID FL.WRIDOW �_—_—_— D 80 E? 0 PITCH oIFFERs. nw.36•HIGH RANG- JZ // ALIGN W/FRONT _ SPHETO RE TO L PG99 TH°RIA W FL SIIB-FLCOR \_—_— A.15v _ R 9]5__—_—_— FFOJEOT'1 ]3-mid I- D.IST FL 0.dTE HGT _—_ _—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_—_ _—_— n Q / T�O.I5T FL WIN_ \ 6 O p L E A6 NOTED Q \ L Z�A3DYGSA3-mlb \ • � � / 39 35 \ OP DP \ 3B DP �z F j // TD IST FL.GIB-FLOOR _—_— _—_ _ —_ _ _—_ _— —_—_—_— s iit REAR ELEVATION (EAST) BLALE:Bd..I'_' A10. 19 -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MNIMUM DESIGN PRE55URE AS NOTED ON EACW UNIT. -ALL AREAS WTWIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERJEAD ARE REWIRED TO WAVE WIND-50FNE _ DEBRIS PROTECTION(3012.12)AS DETAILED ON SWEET Al. /L! (� r _ -NOTE:ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS 1 Il^J. �l^ 1 f f I } __________—_—___—_—_—__________ REVISIONS 3 I55m FDR 11 O/!3 ' } RIDGC HEIGHT ___________ ______________________ Z ER,LEADER AND S—ED E TO CF ENTIRE ROLE Z TO BE DE5IGNED 4i MSTALLED BY OTHERS F Z COHTF.ACTOR 19 25PONSIBLE FOR ALL E DISC-AVCE°OR A— Gd�ARER DESCRIPTION DOTE U RESPON5I5ILITT OF THE CONTRACTOR CEDAR ROOF SHINGLES C N E C K E D B T Q LF. Q �1-E)QroM1� °� �O DRAWN BT. PLANE le E�ET'DIo tl@ dl ��OF TMIB PAGE CEDAR ROOF 6HIN'iLES 1 H z TD ZND FL PLATE NGT. _—___ __ _________ L LWi L T�D.lND RWI'IDOW ~ ZV SE 35'HGN RAILING TO BE Q U fl - SELECTED,R IA NOT TO 9'? ALLOW d d'---SPHEK TO 1� �p�0 PASS THEW ~ 2a2 Q W -----------------------OFT DP DP �' 39 J U 0 DP DP � f V J L jT.ZND FL SUB-FLCOR ___ 339� _ _______L WWT_____________ PRONDE BLltm ____ Q A.15T GL RATE HGT —_ �LA9NMG A5 REOD— __ ---------- F tt f ,TO IST FL wI— U W DIVIDED LIT W/SmALL4TED m V � TONBE SE EC pILMG 'WHITE AZEK CASMG W/ p RAILING HOT TO ALLOW WHITE AZEK SILL AND HEADER A d•DI4 SPIERE TO O35 PASS TNRJ DP �AL� TLOLN'M ENCLOSUIE. D5 O Y_ SE ECTED BTI�O.WER/BUILDESTONE R FO.IST FL. ___—_________— L _____—_ m 4 4x GRAD Lu w U RIGPT SIDE ELEVATION (SOUTN) w I SCALE va•.r-C. Q N F -ALL EXTERIOR WINDOWS AND DOORS ARE To MEET A MINIMUM DESIGN PRESSURE AS NOTED ON EACH ff UNIT. a -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND-BORNE DEBRIS PROTECTION T3012.127 AS DETAILED ON SHEET Al. O -NOTE,ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS 1Lj F -E WDER A UALL. 4 p O IC 1 IAIDERLAYMENT SHALL COMRY WTH ASTft D 3]S,TYPE 1 OR II OR ASTN D 4863 TTF£I U 111 OR Iv. 1 W AN ICE BARRIER ITNAT CONSISTS OF NOT FEVER THNJ TWO LAYERS OF UNDERLAYMENT CEI4MED TOGETHER OR A SELF ADHERMG POLYMER MODIFIED Z v K m _� BITIPfrN SHEET SHALL ISE USED M RACE W NORMAL WDERLAYTfrM A EMEND FROM THE L 5T EDGES OF ALL ROLE SURFACES TO A POINT AT 0 LEAST E ICE B IARWSI ER 5-1-ALSO BE APPLIED NOT LE59 T�V 3 6tg•n9U�DTALON- E�FGW SLOPE Fp'Ft THE EAVE EDGE MBY DITS�NOWZONTAL. W QQ y O L' THE 35:©'MAX BUILD NEI{a___________ ________—_—_—_—_________—_—__________ __________ ____ O F O N RIDGENEIGHT _—_—_—_—_—_ __—_—_—_—_—_—_— � E ZW�.LEADER M'O DMAG£OF ENTIRE ROOF F TO BE DESIGNED ANp METALFWLED BY OTHER. 8� (D 7 U s, Q COMRACTOR IS RESPONSIBLE FOR ALL _Z n' F-_6 f',i 1C1C•1I s m COOTmINATION OF WMDOW9 UV M1ENU AL.A ER ANY 7F III) G7 f�3i!i v dI DISCREPANCIE90R APP�vED EWAL9 A-THE µE� W RESroN51BILHT 6 THE CONTRACTOR CEDAR ROW SHRGLS i�,� ID d• S a J z m m 's. O LR1Rp Q THIp PAOC CEDAR ROOF SHNGLES I::,^• Z r.: 'f N g tb R -- W H TO]ND FL PLATE HGT. '�FT�- W _—__ ___ I-•' 2 0 - ws TO.]ND FL.WIItJgU 0,O m S m o Q p 9 m SELE iD,RAILING TO NOI O OH ON OH. R Z E Z Q m m y PASS�THRU•D14 9PHF_RE TO y� E u /Q 3 � � � DP DP DP DP DP DP OP DP 6� p p Q a a W O.IND R.511B-FLOG F TFL.RAZE HGTR ___________ , __—___________ _______—_—_—_ _______—__ 0 $TD 1. B O 4 L E• AS NOTED O - ® ®®� ON. L L/13DWG5/13-Old H J O 35 39 39 � � O 35 DP DP 35 _ OP DP OR LLHITE LUw ENCLOSU2. 35 39 Q DP DP BLUE5TONE SURFACE TO EE 35 9EECTED BY OJNER/..— DP F T.O.IST R.SUB-ROOK _ _____—__ _ _______— :.iLEFT SIDE ELEVATION (NORTI-I) fiCWE.Vd'.1•_D. EMERIOR WNDOWS AND DOORS ARE TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT. Aii G iV• E'-ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERI-IEAD ARE REQUIRED TO HAVE WMp_gO�y.E DEBRIS PROTECTION f30iZ.121 AS DETAILED ON 5HEET AL 1 i-fNOTE�ALL EXTERIOR DOORS ARE TO HAVE POOL ALAFVS OCT 2 6 2023 `1 ' lr H..J I.. } REVISIONS: 3 BEIB,FOR PERT 1 } Z Q Z Z W DE6CRIPTION DATE jCHECKED B T LP. DRAWN EYE LF./Bri/PR 7 F N � Z a 0 �• � pp LOXB RSO511 UNDERLAYMcTT. 2 LMDERLATI4NT SHALL L t'IPLT WTH ASTM D]]6,TYPE I OR 11 OR ASTM p a863 TYFE I II III OR Iv. Z ft9051]ICE BARRIER F VILE BARRIER THAT CpN515T9 Or NOi FELLER THAN E LAYERS 6IMDER t5 TO A CEMENTED TOGETUER OI A HE ADHEWNG P LLLINER MW E EU BITUI'IEN 9uEEr SHALL EE E M RACE OF NORMAL Q THAN 5 UNIT6 VD EXTEND NITS THE ONTAL,EDGES B ALL ROOF LL AL CES TO A IED O LEAST THAN INSIDE THE EXTERILR WALL LINE OF THE BI 1 THE E FGW6 WITH SLOPE EOJAL lR GRATER } THAN B NVIi9 VERTICAL M D UNITE HORIZONTAL.THE ICE BARRIER 6HALL AL50 BE APPLIED NOT LEES TNV 36'IiASURED ALONG THE ROCf SLOPE FROM THE EAVE EDGE OF THE BUILDING.TYPICAL � Z Q35'-91 IA>C BJILDRNaGM _____________ J�_________________ J L m \\ m g J R HEIGHT O NO1E� \ TYPICAL I3.4BLE ROOF C4:N9TIaJCTI0N. O prcY } TEPS.LEADERS VD DRANK 6 ENTI TO RE ROOF 9 Q \ N°YEM GRIP F- F BE DESIGNED AND INSTALLED BY OTHER6. J/, g� �g ..N TRTPEPATUR=_ICE AND WATER SHIELD AS PER R90511 U 3 U NoiE: \ 30'FELT PJAPER OR RS R091N PAPER W CLNTRA.—NATION F..0TBIBLE FCR ALL B/ \ VJ•=DX PLYWOOD FLR RR W°OL f OCGRDM4TION 6 WMDOLL6 W/MB—LI TURER VYCOLLAR TIES ]XID ROC-RAFTER6,16°O.L.UNLESS OTueRWSE NOTED DIYRPANLIES OR APPROVED EWAL9 ARE TUE ]XS COLLAR TIES,, OL I R'=9PoN9IBILITY OF TUE COMPACTOR AT 3T• ]%CEILING JOISTS,16.04 AS PER FRAMNG PLANS \ INSULATION N RAFTERS A9 PER NER9 RATER QTT1 Q e� � Qe \ql S/e•GYPSUM BOARD BrtERIOR FINISH l3>13/<"XII lB'L VL BEAM, f3>13/[°XII TB°LK W A_/ CONi,BOY.AT W)'-0'ASP. CONY,BOY.AT W^'-0°ASP. \\ FALSE ]W FALSE \ T 16'OO I1� $TO.]ND FL WMDOL / F \ lu .` Z LL 49• o / o" p 9 \ W I m R m BEDROOM 5 0 '4= BATW WALL o BEDROOM y ME=H VENT -0 WIDE d i _ O F OORPG P OC— U M;9HEDFL x!�E R (J� Tn_0 EeR DS F R— si9 AT u• W Q OD.UNLESS NOTE.OTHEfI9= Q Z / (3)13/a•%la•Ll. INSULATION AS PER HERS RERORf ID//F SUB-RWR FLUSH uV FJ. / a3]5 _\ O U TO.9TL PLATE HIT. _—_ -- _ W� 13J I—1-Un• f]J K•TJI 56 SERIES FJ, L(4J 13/d•XW°LVL. RFB CJ AT r311 3/<•XII Va•LVL, z V m 0 ��TD.I4T FL_WNDCW LVL NOR DIRECTLY IADER W4li FLU5N YY FJ m�-T.�F AT�D 9F. 1 .LONT-TOP \\ It, ,(z O IB•4 l Y W CEDAR 6HMGLE 910RG.PANTED wITE x\ F m N CDX PLYWOOD W VY IL T KITCHEN I FAMILY ROOM I—LATION AS PER NER9 REPoRT \\ Q 0 k Xb 6TIID9 AT 16.OL N W lu U FMAL LATWT OPEN TO DMRG ROOM( 5/0"GYPSUM BOARD MTERIOR FMI9H p BT OT1 cF5 I GREAT RODM BEYLND \ �O fly j s� I DASHED'NEE MDICATE W .b.EL I-BEAM FINISHED FLOORING A6 PER OV R \ I rBETONDJ W/(IJ]X6 TOP PLATE MAILERJ.CONY-TOP 3 3/4•TI' rlI .•G.FLYIIIWD B19-FLOOR /'— — I FLUSH-PACK OIJi WEB YV]=BLOCKING BOLTED A9 A TB•TJI 56.SERIES FLOOR JOISTS AT 16- Z TD.IST FL 9JB-FLOOR THRAlG4 LLEB WITH-DIAMETER BOLTS 16.OL \ OL UNLESS NOTED OTNERLISE N ------------- — P.T.SILL PLATE {�^ 00 cI.lz...n_ PPPDX GRADE I — — — -- JI�ILALOI'i—^=e ieea me.,� \ (4�a� Tuo-sroRr a•%<•xI/a•� FINISHED BAsEMENT PRWIDE]'LEDGE T I I' !• 'i1 rz I \ /I 54'x54 'PWRED I REF'cR TO FMI6HED BASEI'QlT DF'DPPED Q'FL92 SLAB / (IJ 3%G I W I I CONCR:TE FOOTING, I FLOOR RV FOR DETAILS AT POTSH LOCATION, COPPER TER'TITE SHIELD $_ J TTP.SEE DETAIL l/A3. I �FER TO DETAIL]/A3. SILL 6EAL IN6ULATION I I FIRE PROTECTION OF FLOOR4 s/B•ANLHoft BOLTS.I3'OL rnAJtmun I'-o• I I I PPOVIDE rlJ LATER MIN In"GYP.BOARD MEMBRANE, FROM CORgR6 NO LE55 THAN TLLA(])PER SILL) Y I I I Co co Z I JNDERDE 6 THE o MRAQFO HmJ3 •:e 2 I 4•PPJRED CPi-1 SLAB W/6X6-IA%ID UJ1H R•POJRED CLNG WALL WITH 4'DROPPED SEAT p I OVER 6 MIL VAFVJR RETARDER OVER WELL ---- SHEL1/WLE59 NOTID OTH—E.KEYED TO i1 (� Z !r I COMPACTED 901E PROVIDE V!'PRII•@TER O'X ia•(MINPTPT)POJRED CpICF£TE FOpIMG = W I I '°'3 i� EXPV9ICN JOMT. r--- REII•PORCED WTH131 CONTNJg19K BARS F;4 - =,R C I W p =s I I D 1' a s z z 7 „o \ / VyZ•� E[ Ov ° nBUILDINCz SECTION SGA E:NTS. a Q •TOR WIND LOADNG GOId1E12 El GTION5.5EE 5HEEi5 D3-CS J F DATE. 6At13033 - LL O SCALE. A9 NOTED OL LR3DLLG5/S3-OIa -17 N Q • 0 Q ID } OCT 2 6 2023 a x �. REVISIONS. 3 osm Fae PERT� Ob/3DR3 } Z Q Z F Z QI DEBDRIPTION DATE 7 V LFNEOKED B T m DR4WN BTU LF./Bri/PR 1 V Z N a RSP3L LVDERLAYnEM. [ uNOERaTrmxr s4au cGi•mLY wxH Asm D xxb,TTPe I oR n oR asm v aBby TYPE t u m oR Iv. Z k RBCS.0 ICE BARRIER d 1. AN ICE BARRIER TUAT CONSISTD OF NOi FELLER T V 1]IO CATERS W IfDERLAYFENi CB'IEMED TOGET4ER OR A SELF AD4ERMG P 1— nODffIED BtTY.EN S4EET 54a1 BE UBED M PLACE OF NORnAI. Q - UNDE0.AYYENT A!EXTEND FRQt TUE LO..EST EDGES Oi ALL ROOF SURFACES TO A POIM AT LEAST xa• 36- TUE E%TEROR WALL I OF Tu'=BUI 1 ON ROOFS E ELOPE E¢J 1 OR GRATER } THA4 B IPIITb VERTICAL M Q LYIT6 HORIZONTAL THE ICE BARRIER 6NALL AL50 BE APPLIEp NOL LE"THAN 36'nEasuRED ALGN3 TIL ROOF ELOPE FIR'xi 1HE EAVE EDGE OF TWE BUILDNG TYPICAL F z� Z J y QnAX,BUILDRG UEiGNi _________—___—___—_—_________________________—_______—_________—_________________________— U � L F N J RDG=4EIG4T 0 z F GEur�TELRs,LEmERs arro DRAMAGE II 0 II II u Q II II 0 II II II II 0 II II II II II II u II II 0 II II II II II II II II II Q II II II II 0 II II II 0 II II O ENTIRE RODF TO BE DESIGNED p p I 0 u I I I 0 I 0 I 0 0 0 I I 0 I Q 0 I I 0 I I I 0 I 0 I I II I I I 0 I I I 0 I DTI IC14L GAME RfJOF CON9TRI1[:f10l4 U F MSiALLED BT IL=RS. AR ROOF SHINGLES 0 Q II II II II II II Q II Q II II 0 u 0 0 II 0 II II II II II II 0 II II 0 II Q u II 0 II II II II II u II II II II 0 In•wvT GRID 0 I 0 I 0 0 I 0 0 0 Q I I I 0 0 0 Hr,H TEnPEFiATURE ICE AN.'x WATER suIELD av PER RD05L f Nc'�oNT` TCR I$R£bPaISIBLE FOR Q Q I Q II Q Q II Q Q Q II Q II I Q �I Q Q Q L II II �I II 11 II 11 Q 11 Q 30•FLT oR r�D R09M PAPER I ALL cocRDManoN of wu.DDUB w/ p p u p p p Q II 0 II 0 0 II 0 u u 0 u 0 II II u Q 11 11 Q II 11 u 11 0 II u II 11 0 11 0 0 11 11 0 0 II 0 w• E PAPER cox RTI R FOR RR•Ib•oc. aCN�R ANY DISCfEPANCI_M u Q Q 11 Q Q Q 1 Q Q Q 1 Q Q Q Q Q I Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 1 Q Q Q Q Q Q Q Q x%m ROOF RAFTER$,Ib•OL.MaE55 OiHERBSE NOTED APPROVED EWALS AFE TIC C0.LAR TE:S,9]•OL. TESFKNSIBILITY W TC CCNTR-xLTOR Q Q Q Q Q Q Q 1 Q Q Q Q 1 Q Q 0 0 u 0 0 0 0 0 I Q 0 u I 0 u II u u u I Q I I 0 Q 0 Q 0 0 0 ]x CEILaL-,JOUTB.v OL.As PER FRcnMG PLARs Q Q Q 11 Q Q 11 Q 11 0 u Q 11 0 Q 1 u 0 Q 0 u Q u Q 11 11 0 u u Q u Q Q u 11 u Q u u 0 u II u u u 0 MwLAnoN M RAFTERS As PER uERs RATER 0 0 0 II 0 u 0 u 0 0 0 Q II 0 0 Q u 0 0 Q Q Q Q Q 11 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q u u Q 5/B•GYPS:ai BOAp MTERIOR FINISu _—_______—_—___—_—_—_— A a LU —R HM.36•Q HH RAILPG TO luNOTSTO IGALLPW dAILIOIA F�in m m]4 t, IG, b 2 BEDROOM 5 'q PRIMARY BAT14 b 2 PRIMARY sPH=_z To PAbs rHRv L-1 F m 0 BY OT.EFU O PIECH rv+T To E%T. T . FLooR _ Cep SI ]S J S L7 1111.NI 1ED6RYWOODO. LLI W'�j II /B°TJI 560 SERIES FLOOR JOISTS O ^ f]J 3/J•%LL^ OL,UNLESS NOTED OTUERNSE IL Cd LVL.FLIJBN MSULATION AS PER IERS REPORT (� TO.]nD R.SU9-FLOOR PROVIDE 3a^nbL 30• � IYL Q �1 �'IAR-GIGDTILgDRA�- VTO UT FL.PLATE HGi _ -- --_—_—_---NOT TO PERnITAa• QI ppg}RA wV wl9 b EL I-BEA^I YV IIIIXB TOP PLATE(NAILER), IUowl]bTEEL I-BEAn W/IN]xB TOP PLATE z V m --- CONY.-TOP 6 NAILER RUSu W/TOP OF FLOOR WAILER),CRiT.-TOP 6 NAILER FLUSH Yll Q of 1 0 9tD.Ui FL wuDWl �IH HP I/)•DIA`GTER B0.TB noLD I xF BLODCmG BOLTED TI.P"ROUGH LLEB wrH II sTS AT•UEOL,J(BOT.AT—Iv0• z W i V]•DINC:TER BOLTB U•OL, p Pon Powsl:l>�rRIRnM'a�'D (J1 X Y O :11 p Qsu 4 IIIo FRONT KITCWEN I MUM Rf70M PMg Cs�AT ROOM REAR COVERED PATIO D_ BL OOQ In �Q FMAL LATOUi T'�cu.VBRr BLL=sTwe sL�sACE lfl 0 UESTQ.z BT OTUER9 TO EM. FMISHED ROOWNG AS PER lxl Z SURFACE 3/a•T..G.PLYWOOD SUB-RO10IR 1r- -7 Ely V, 7 I A l/B'TJI 56D BERES FLOOR JOIET5 AT Ib• OG L'^1LE00Li NOTED OTC=_RwSE 2 TD.BT FL SUB-FLOOR ____ I MSULATION A9 PER HERS 2:PORT T..^ OO i:a"^' --- oo m FMISNED BASEMENT III TLLv-sTORr<•xa•xva-� 1 � IID I R cR TO FMI—BASE1'IENT I STEEL coL o"TOP°F I Ixc)or�a iExlre s4i='� I')o) ao«M1 5a•xsa•w0•POJffD W "�' - I 1 ROOR PLAN FOR DETAILS I 1 CONC ETE FCOTMG. I 1 Ira, In 4 IS QI r--- SILL SEAL MBJLATION J I 1 FIRE PRt7TEGFION OF R00R9 III TYP.BEE DETAIL llA3. I 1 1 5IB"ANCHOR BOLTB,23°OL.fnA%Bul 1'-0• f y i liI 7 I 1 PROVIDE f V LATER nIN Vx°GYP.BOARD MEnBRANE, III I J r-- FROn GOPHERS NO LEDB THAN TWO I])PER BILL) I D7 f7}1R Cie e 7 I I ore•uDoc sTRJc,uRaL PANELS.oR EO.oN Z UNDERSIDE CF T1 LOOK FRAMING A9 PER R30]J3 III 1 -- J J I I. f+'m= 0 — I �I I a P v coNCRETE SLAB R bxb-Imxim uun III I 1 --- D'POURED LONG.WALL wTu•a•DROPPED SEAT I 17 I,a LA—i xIPIBCw To I I OVER 6 nIL VAPOR RETARDER OVER LLELL III I I r 9uELF/UNLESS NOTED OTHERNSE KEYED TO A 6TD�lEt1 I I OEJt�PA401OND CI SOIL PROVIDE IR•PERMETER 1 I 11 -_-J I �II.P]ORCEDM Wi4 I3 PrtDMJM S BARS �i�• i Q c IR 19Ll -------------- b 1mZ „o a O9 at Z Eo 3 C BUILDING SECTION BCA=NTS �-q os Q J•i9R II LOADPG ECTI .bEE 64L=ETb Dx J IPROJEOT'. ]3-01a F a DATEI 6AlJOJ3 O BCALE. A9 NO ED Q L L03DLLG`v/13-01a F Q J Q m L'--, r 1 OCR 2 6 I � } 24b, REVISIONS: Q I.SUEp FOR PER'llh Ob/3an3 3 2a•-0• b• s'-n In• IT•-a ln• Q MB'p04 OxiS SEE HATCH MDIL OT OD-]Xd l TS(TON)BEE (FLAT)4T Va• TO ALIGN YV Z �________________________________D DeTaL6 ON41, /� EDGE CF FOAIDATION WALL f • ________________ , m (TMEI R� O ESE ]Xd STUDS A}W I e•THICK POURED CONCRETE C b �9LOP 91NK To Ib'OC.TYP.i a DESCRIPTION DATE _ 5I_A5 WITH x• BE F FOR GAR,aGE ry B ECTED L SLAB OVER TO BE KETED TO A BT R STEP DOUN ° CHECKED B T Q GOJCRETE FOOT-REINFORCED m -T N ATES O GRADE _ LF. Q I WITH f31 CONTNNOII. BARS.-1 _ ]Xb STUDS Ar K•00 _p 1 I EXTERIOR DOOR TO BE NSTALLED 1 'D Qi TCP LF FONDATICN WALL,LILT - T-- I DOOR TO BE' LF./Bri/PRY' = I SILL PLATE AT DOOR LOCATIONS) I i F! �� SELECTED BY zi 136Rxe4•EXE RIOR 1 1 I I I ER I I Q W W a Q p I SELEC ED BT—R I I I I SLAB-ON-GRADE I 1 __ _ L I 4•P IRED LONCRcTE SLAB WRH 2 STEP DOUII TO GRADE l /¢¢ 1 Z FI —TIED SOIL.ROV-V �1 �1 I LEDGE FOR GARAGE SLAB OVER Q 4 _ b ' .s.❑.4T�Two GAR GAOAr E �t o $-_ ].Ia ARODF RAFrEcn o ROF RAFrERs} rJ! G s OAT IS, F 2 I NSrALL 9)B`T FE""I RATED n Q A 1 j LLa°am�.IOINNG uvrr�iG�SPAc=_ REwu� j A /A\ a.s ccLLAR nes IE /A AI4 I v �3 I m 14 4 ��•---aB c�lA Ie•DD I I��-- -�� M1 4 - 14� AT 3]`oc, �14- BO .. -ol I I 8` I I I 1111 -_ III ��°G I11 II II a Q a of F arI �c_�-�� =___= IF, 14 1 I DROP TOP aNDDN WALL I I I 8°¢ I 1 I AT ovErar_AD DORDLOr_AB I � ' I FOR.LAB OVER L 6LA I ' r I m I I fl I OVER r-I'ABOVE GRADE Ib'-0•%e'-0.OVEftuEAD DCOR I Q TO BE SELECTED BY OYNER O ________________________� (])13/4'nll l/B'LVL HDR WF5ET - W W IS'-b' 12b• 12'-0' F Ifl 24'-0' 24b' w GARAGE GARAGE GARACzE w F FOUNDATION PLAN SCALE:1/4"= 1'-0" CONSTRUCTION PLAN SCALE:1/4"=1'-0" ROOF PLAN SCALE:1/4"=V-O" LL NOTE:ALL WALLS TO BE S'-1 VB•PLATE HEIGHT AND 2X6 a 16.O.C. 1,12M ALL ROOFING NAILS TO BE STAINLESS STEEL. L U Q CON5TRUCTION,LNLE55 NOT OTWFM15E. No" o :ALL DOORS ARE TO BE l'-O"IN HEIGHT, UNLESS NOTED OTHERWISE Q O NOTE.PROVIDE 50LID BLOCKING TINDER ALL POSTS WITHIN THE FLOOR O Q F SYSTEM PRIOR TO LOADMG OF TIPPER LEVELS. - w CT NOTE.FASTEN FOR ALL STRUCTURAL LVL MEMBERS 15 TO BE AS PER WMANUFAURER'S SPECIFICATIONS. z V m O R- IO.T RIDGE HEKMT RIDGE I.- (W �X Y O _ ----'-----'-- -------------- -- 19/4`XI4•LYL ROGE. ------' - -- _TTP.W=-F CONSTF4=IOW O Q O V O BLEACHED CEDAR ROOF CONT BPRONDE RIDGE AR ROOF SHPGLES f1 U f SH-LES FOR EVEN LLEATHER- 45p -45 vEM T VENT GR D,TTP. 45p _ _ d45 Vx'VEM GRID ]� N TE CEDAR ROOF.H-LES - - O k W F yASCIA BOIA- 5/4'X4 F F ]%4AT0.32 LAR�TiES 3lu 0•EFELT PAPER OR RED RDSM PAPcR I, Q HIGH TEMPcRATUfg ICE dND WATER Q d WHITE AZEK FRIEZE BOARD `p 'p 71 � XB CEILING JOBT - n^CDx PLYWOOD FOR RR.Ib•oG ry 2. Z i TA B _ 2 --a i TAA�T HGT 2 - 2• w TRA�BT FLYOND)TO BE SELECTED BY0p1NER ROOF RAFTERS,Ib'OD.tPLLE55 Q ] 9 SELECTED BY TO ER off ®®�® O.H. " •E OHWO GA�CiA pOR H. �� TD wl04 —_—_—_—_—_—_—_—_—_—_—_— _— —_— ]4x CO-L�RTTES,3]•OL7Q ® ® ® Q� TYFEx. 00EIL-JOIST.,IS'OL.AS PER FIXNRE T E TTPE'X'GYPSM BOAFa !. O D �A�m CEDAR bH-LE SIDING, m Y� RAC3E / TIT.IULLL CRJBTRIJCTI�Wo 5/B•TYPE'%-FIRE RATED CEDAR SHNGLE SID-,PANTEDL�c IS LOmm BOARD ON WALL. CEIL- •FELT PAPER m 5l4'X3•WlItE AZEK CAS- JON-LI1 SPACE IF TEWITEDn lD'N} ]xd STUDS AT Ib'OG-1.AZEK HEADER BJNED CONCRETE SLAB WTN bah-10aID NSILLATIDN ASPER HER9 REPORTJ 3SISd-EXTERIOR VERLL CT1FACTED SOIL,PROVIDE .T'VVDOOR TO BE 4DGE FOR GARAGE SLAB OVER.LOPE SIB' MBNTERI-FNISH L7:Vd•PER FOOT TO OVERHEAD DOOR L:i[izZTOWALL _—_—_—_—___—___ _—_ _ _—_—_—_—_—_—_—_—_—_ —_ _— FpJND WALL / OLD SLAB OVER IF _—_- {i ID NOTEDE SRW9 KEYEDD TO • d O l., i�m• h e FRONT ELEVATION R]GkT SIDE ELEVATION 14` I RED �?:` 1I m= I } SCALE:V4•.I'-0' SCALE:I/d'.I'-O° \ /___________________________ f.•e m Z zt Im ]m•rnwlnun)PW -ALL EXTERIOR WINDWYv AND DOORS ARE TO MEET A MINIMUM ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MMIHIAi / R=1E FOrII•n REnaLR�'-v S m 5 } DESIGN PRESSURE AS NOTED ON EACH UNIT. DESIGN PRESSURE AS NOTED ON EACH UNIT, wrH r3)c xTmvous•a BARS R Q ,. nCz .—L-1- SECTION Zo GALE:NT9. {Y0 RIpGE HeGHT -- 'PR-IGHT !•1 ••FOR WIND LOADING COM�ECI-S,SEE SIGETS D3-D5 I,l a V Q (V SIB'D14 X IS LOIY ANCHOR SOLT5.EMEND b'ABOVE FpJI•DATION,23.OG J d5p d45 Fl- 11 A'•m WTHN B-fF COWER5 AND LOCATED.IN N MIDDLE THIRD ORE'E DTH � O❑ CEDAR xcc sHNGLEs INTERIOR WADER SCHEDULE OF 11-W w N CONCRETE MID ALL FASTENED TOLTI E PLATE WITH MIT AND I—Vd—M 7 IN PLL MATERIAL FOR WOOD FRAMING PROJECT 5 ]3-0K I w TWAT FL SWARE WASHER AS REWIRED TO NAVE A MIN-fb OF B50 P5.1. IL TA.Br R.RATE NGT. _ _ _—_—_—_—_—_—_— _ _ _- RA _ _—_—_—_—_—_—_—_—_—_—_—_—_ _— NOMINAL LUMB62 SIZE: SPANS. DATE. nIDx3 BOTTQ'I PLATE B"THICK F'O7RED CONCRETE IS)O Q O 9 4-POURED O RETE SLAB UU WA LS W x'-1.NSULAT M)O B O b'-O' B C A L E: A9 NO ED 'y, 2' bnb-IIDnla WIM OVER b MIL 3S..F51 MN.CQJLRETE Fd7 2XI0 bb•TO Bb' Q OH OH. p® ® OnPACTET SO L TA GARAGE FUND WALL 0)2XI2 0'-0'TO IO'-O' L L/]3DWGSn3-Old o YPPCR TETAgER OVER WELL WY� POSTS SHALL BE 4.4(NpMINNJ FOR QV m 35 35 III' _ TD.GAR,_1GE HALLS. BE UNLESS NOTED OTF@RYTISE o DP APPROX GRADE jOG H4LL5.UNLESS NOTE �T�ilEw�iSE• O O IL ' P - •n NOTE:ALL SIZES GALLED OJT ON ANY 36•xBd'EXTEROR Z MQ—'IBIS'-AL OP THE FOLL Ov DRAWINGS WILL Q DOOR TO BE •J.F'CR-SEOE 5LHEOVLE. TA SELECTED-.I- S WALLS BELOW GRApE THIS TD.FOJND.ULILL _ _—_—_—_—_—_—_—_—_—_—_—_ F I In•x 3 y KEr war REAR ELEVATION _ LEFT SIDE ELEVATION SCALE.1/d•.I' 3'MIN ��CREE�P�G DO PSI SCALE:Vd•.I'-a• b MIL VAPOR RETARDER 2 nK CONCRETE,TO B_HELD z -ALL EXTERIOR WINDOWS AND DOORS AR=TO MEET A MINIHUtI -...- •-_ -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MMIMA7 m I 3'-D•eEtwl GRADE,nN Z DESIGN PRESSURE AS NOTED ON EACH UNIT:y;-�'1 :�JJ }' +-- - DESIGN PRESSURE AS NOTED ON EACH UNIT. •'N .a BELL I'B• Q' I Pa^' la ,.• ':] P,``^� COMPACTED SOIL f3)•d -eAR CONTM11OJ9 rrP.GARAGE AI4. 19 FOUNDATION LUALL DETAIL SCALE:Vx°.I'-a• r .0 CT 2 5 2023 _ ! i } REVISIONS 3 ISSLED FOR fEFd'IIT O6lJOA3 2020ECCCNYSTABLIR MZI EMEN.2 TYPICAL AIR SEALING DETAILS Z INSULATION AND FENESTRATION RABLE MENIS BY COMPONENT° Q Z uv r•m ruv ru ra CEMENT BACKER BOARD I- NirS EXTERIOR INSULATED WALL W nsb rr VME"NROR OFSEALANTCONTINUOUS BFAO OF BEDLAMPLYWOOD/OSBSHFATMIN BEAD OFADHBIVEPORCH RAFTER 6 BEADOFSEALANT IEDGER ONTOPOF ATTIC IN3ULATION �UBSURROUND�WEATHER BARRIER WOOD FRAANNG BEYONDFLOORPBLY—) ANDSHEATHING r _SHFATIi O+TERIOR OFATIC TUB UNIT SEALANTOUSBEAD OF S BEAD OSEALANT INSULATION LEVEL Ai TLIBATEXTER1 R LL WOODFRAMESOFFIT neo�v,arwrwaam INSULATED EXTE OR UIALL ASSEMBLY S BEAD OFSFALANT PROVIDEIM C NG SND CAVRY PROVIDEINTERIORSHEATHING THIN-PROFILEW 11 THING ATEXTERIORWAIIPRIORTO FD PSUM WALLBOARD BUILDING PAPER/ SE"LY .., • mmpncs AS AIR BARRIER WEATHER BARRIER TRIMAS REQUIRED CONTINUOUSB D SEALANT I_ fM6H CEILING CONTINUOUS BEAD OFSEALANT tt ..:a e.wavema<..anseam•xis rt•zm<waveep•.m�mvmruar<rwnrmew.•n.a•eam E%PANDING fOA Z t(51 W mm WOOD fRAME—� Q H } FLOOR ASSEMBLY F Q J 2020 ECCCNYS TABLE R002.1.0 4 �[ EOUNALENTU-FACTOF6° RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/SHOWER BUILT-OUT SOFFIT LL W N s 1 2 3 4 5 J .av .r•vo. •o .a r•e r•m Z Q yIX H. LOORASSEMBLY V INTERIOR INSULATED WALL BETWEEN @ W ® SPRAY FOAMINSULATION CONDITIONED SPACEAND ATTIC CONTINUOUS BEAD H ROOFSKYLIGM EXPANDMGFO—SEALANT OFSEALANT I F ROOF RAFTER PREFAB--) SRER 0 RIDGE WSUTATON FIREPLACE UNIT RD • R-V LUE(MICKNESSPERCUMME INSULATED EXERIOR WALLI ZO?0 ECCLNTS TABLE R102A.1.1 SND WALL DING AIR BARRIERAND INSULATION INSTALLATION EXISTING BAND JOIST EXPANDINGFOAMSEALAM W •um'•emu 6 SO�M�ITNTUOuS BEAD OF INSTALL WTERIORSH THING• NT mm••�.anromuN PRIORTO IEPLILCE OF PREFAB FIREPLACE W ra.a„ ��•� • mi nm•mmw•am• INSTALL I"RIDGE INSTALLSHEATHNGATATMC 1- vw�.•�.ne mm INSULATION AT BOTH SIDE OFSKYLIGNTSHAFi CONTINUOUS BEAD PROVIDE INTERIOR 1- �a saws wmp.room.w•�omm m�� HORQOMAI AND _SEAL4M lu ro •�wv � v,vF� DRAINAGE PLANE VERTICAL POSR10N5 CAVRY INSULATION S EFDNGAL w srn.emamro. rowvlro�rwm INSTALL EXPANDING ILFAVE3(e'GAP MR GYP.BD.LMHt ATTIC INSULATION EXERIOR WAIT AND LSUNGPRIOR V FOAMSFAlAM AT FXPANDINGfOAMI V ODFRAMIESOfM TOSOFFR ASSEMBBLYINTENTIONAL GAPS AT EMBLY1"RIDGEINSULATON (—WOODFRA -L� FOAMSEALANT CAVRY INSULATION FLOOR ASSEMBLY NTINUOLA BEAD Q Ill F ro • CONTNUOUSBEAO SECTION THROUGH STAIRWAY SECTION THROUGH WALL OF BEDLAM a0116 �romaarum OFSFAIANT YI QO �emm MINIMUM IIZ DRII p m wm w<a mw<ro _ SOFG C10SUR INSULATION CONDITIONED/ QY Z nO'"i9rvpM1Otl OVP1 SOFFIT CLOSURE K PID 0 SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT L F m CANTILEVER FLOOR 7 $ 9 1 O 11 tUQK } lu Q m�m• cw0e• m mruAam mee..n� VENTED AIRSPACE t OV Odnmemnewimn •am arm.am MANUFACTUREDTHIN-PROFILE Q 0 f ARIL VENTILATION BAFFLE CONTINUOUS BEAD fL in v ewwa urnmawam a.am — )FULL WIDTH) OFSEALANT O S W CAVITY MSULATON lu F O m.m _ roro PROVIDE RIDGE INSULATION CONTINUOUS BEAD Z BAFFLE AROUND VENTILATION OFSEALANT a, —INf LIl .J CHUTE-FOAMSEALPERNLETE CONTNUOLEBEADCFSEAINT NT r mrroawopvw _ OF RIDGE INSULATION CONTINUOUS MINIMAL - PROVmEMI)CAVITY CLOSURE Z ON BACKSIDE Of EACH STUD CEILINGGYPSUM BOARD WINDOW PERIMETER +'-'-'TOO �,o�n^� 1- ®ratio •mmmeeroveevwwrxa m. waammigrvavcmua CAVITY OO V',I�m E! 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Q vMm.vonm� OFSEALAM •• Tom*-.I:°i ' O � w CONTINUOUS BEAD C9 JI OFSEALANT IA7'Y J s.Pm•rowaeamro m•au LINE ILLUSTRATES WWDOWUNUAS I)gc W +.amm•v.a rom�wnm+mm CONTINUOUS BEAD OF BEDLAM CONTINUITYOFAIR CONTINUOUS MNVNsL ?�•N mm:�'o,Io= Z EXPANDING FOW AT AIR BARRIER J BARRIER AT WALL SECTION � r'v m WINDOW PERIMETER o y�m^ Z amvromu•:w w.a+aroa — PR—ESOLID BLOCKING CONTINUOUS hINWM1AI @ — BENEATH KNEE WAIL WINDO ING FOAMAT WINDOW PERIMETER wm wm ma W CAVITY INSULATION CONTINUOUS BEAD :Q% S o _r OFSEALANT VVVVVV WINDOW UNEAS CONTWUOIEBEAD } me a v w•a OFADHESWE Z AIR BARRIER CONiWUOUSBEAD Za 6 Q CONTLNUlUSMINIMM OFSEALANT pZl E t CEILING&KNEE WALL INSULATION EXPANDING FOAMAT p 0 =W O WINDOW PERIMETER s LL UcU ZOti ECCCNYS R<03.)EOUPMEMSQING AND EFFICIENCY RATING[MANDATORY) CONTINUOUS BEAD QHEATING AND COOING EOUIPMFNTSHALL BESQED IN ACCORDANCE WITH ACCA MANUAL S BASED 12 OFSEM.AM J ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED CONTINUOUS BEAD HEATING AND COOING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND OFADHESIVE PPiJECTA 23-mu W COOLING EQUIPMENT SHALL HAVEAN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE TINT INSULATION CONTINUOUS BEAD CONIINUOIA BEAD I MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT 6 RIG FLOOR FRAMING OFSFALAM OF BEDLAM RIG INSULATION R-VALUE/DEPTH PER CIV.MTE D A T E 6ARRDI3 H INSTALLED' ST W ESSIBLE WFATHERSTRPPING AT PERIMETER OF ENCLOSURE LL SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED CONTINUOUS SIL SEALER SGALEr A6 NOTED O GYPSUM BOARD BOX ENCLOSURE ATTIC INSULATION Z ATTIC FRAMING FOUNDATION WALLAS O SPECPICATIONS ;�\ \ FAIR OUNDATION I. Z.RBDIWSR3-0U F REFERTOENERGY CONSULTANTS CODE COMPLIANCE REPORT MR ADDITIONAL INSULATION ��• CONC REIERwBAS JAND MECHANICAL SPECIFICATIONS. COONTTIINMUO BEAD \ \ MR MECHANICAL LATCH TO PRESSURE �� e • • • e \�j�\��\��\/ Q EXPANDNGFOAMSEALANTATPERMEfER SEALATWEMHERSTRLPPING ADDITIONAL SPECIFICATIONS: CONTINUOUS ONTINU QBEAD OF SEALANT MANUFACTURED PULL DOWN STAIR WINDOWS AND SKYUGNIS:O M U VALUE ff.30 SHGC DRYWALL BUILDING ENVELOPE AIR LEAFAGE LESS THAN 3 AIR CHANGES PER HOUR 0 0PA RECESSEDLIGHTINGFIMURE HVACSYMWMDDULTAIRLEAKAGETOOURIDEIESSTHA 4CFM25PAPERIOOSOR. BLOCKING AS REQUIRED • • MN.75%ENERGY STAR EARAPPLIANCE MN.]$ENERGY EFFlCIEMINTIE LIGHTINGLINE OF CONTINUOUS AIR SEALING STRATEGY- AIR SEALING STRATEGY- z BUM INGCAVmCANNOTBEUSEDASDUCTWORK --- RECESSED-LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION • ALLHOTWATEMPIPESTOBEINSULATEDTOR3 ��-"• g==. p--^. `< ,a,.- F F 13 14 15 16 17 ALL DETAILS MAY NOT APPLY UPDATED5/l/2020 Di 19 ii'r F fi€ I- OCT2 G 2023 ' F 8 s I iGrji t:'v7 T ' I } RE VI6lON 6 Q I651IED FOR FEWIIT ¢6 } sEETTRcnL SEcirox 1 TEETVRD .—ONAT 12 PR Eai RAPIER q RooFsnmGL T roans-Ls. uN°Om Z �.uF vsRTAeLEsu D, "EIa1ASTEgERs� GER wi D, F WJosrs ROLE 'nmFNsxmGLE9 �' InE'NxP9 mEOupLpi Fx TA°E—RRLlAND L TD aECE(e)FASTENERs q¢cENE(B)FASTF. DE3LRIpiILN .6TE U DmxNFDroRS RAFTER NTsI"B D)��ERwasTw99l PERs„wcLE L N E C K E D B Y 0 EPRDING,coC.MAF. wYLT IM1T°(TgFFOVRea �• 0 "3 D,eaWLSINVRpEs sxvsan-�AGDNNE B,me FACx sWE) ) D R 4 W N m lLe Ea FpsiEnFRsro cT°R te'oc lel ea xNls,xr0 sruos i,el,�oa FAs,EAE LF/t3n/PRY I AND ts,ea FASLENmsTo srDD9 LEDGEATDBEFATTENEDrD saeE F wpu sruosm xlnmux OxnECTwspT,a•oc l,•sMvson•pa ros� Z EOWLL s°¢ �'rAsrexso ToLmcEavu 'I wooD N a 0 TYPICAL END WALL RwmEDDA T epTTGaE B „� „Ba.3-WNT DpPW_NA, mBLOCKING DETAIL sG� R A A n9 REFmrDMANDF.TPE=R z F IxOTTosuuEl �� 'Tl1 „91RP9DN•sRpPnE TD TO MEET 130 MPH NAND sa • Z LOAD CRITERIA 'I O uL4sEcn s nrs,"E su xE 00 NwoaD 6FARwc°F Q (�)-smvsax-H> wUUxc vpmmN F Q (°E9oE) REPm io MpNUF.sPms. c3'oxxEcroR9Ju�sT J IF INSTALLED IN A SIAB CONDITION ON AGO TREATED Taoea FpstENERs 4 s I O LUMBER THE CONNECTOR MUST BE GALVANIZED. p)eaw siENERs T ToeLx °' >' loxE FACN sIDE) jW um. oFLooRJrnsrs LorAr srpGGEam le)ea FA9TENERT TO Jo N m Nral (e)ea FpsimEasio c,q°ERONN 0 Q rRAe,TFr•RSHDNL GTmro I,E•°ME�PTDx-„T3„MRM m 4 Z 0 aDDMMDN 10 "o ox9 _ DAaRADE°D T a m ea wNLsrw9 a°e°oF H s,nA9 q. (raraL OFFwRmwv DwNrER, �)PERG°NNErn°N U v° p).-LSIMOgATE9'"t WwVMFAOTURERTS—R. T le)ea wvLS Orto srvw ss.mFwim vosr Q F �PAE OR ON uAE"w a� °"'K EEx°DFDG„PaE TYPICAL GAMBREL ROOF 9E "°E° oRLDD « SECTION RAFTER Al PER r�T BEFG NN GNP SPRINGING FROM PAD TYPICAL WALL SECTION REPEAT°NANDF.=PEca LJ -E AND TYPICAL CORNER HOLDOWN TYPICAL CORNER AND qE EgTDMAxDF.9PE� SLAB/ONE STORY CONDITIONS BRACED WALL HOLDOWN ABOVE SUB-FLOOR RAFTER SPRINGING FROM f -�ETO MEET I3°MPH WIND LOAD CRITERIA(NOFToI—) PAD ABOVE SUB-FLOOR � TYPICAL WALL SECTION O I Nm TOTTAUE) lNmm—E) AS PER ASCE7-05 DESIGN CRITERIAIFTWO STORIES B SLAB.T/S-ANCHOR BOLTS AND HOOK HOLDOWN :TO MEET 130 MPH NAND LOAD CRITERIAPTO MEET 130 MPH WIND LOAD CRITERIA Ixmro scpLE) TYPICAL WALL SECTION AT COVERED PORCH Inoi io svaE) ILI W CONNECTORS DETAIL 8)MUST BE UTILIZED.TO MEET 130 MPH (NOT-O—) Z Q' *WIND LOAD CRITERIA �R 7 6a TTO MEET 130 MPH WIND LOAD CRITERIA 6 31E TOMEET 130 MPH WIND LOAD CRITERIA w _, GALVANIZED Q ry WHERE HS AND THEY ME IN CONT5 CONNECTORS ACT TO BE WITH AGO TREATED F in tr. It. �� ' LUMBER.STAINLESS STEEL NAILS MUST ALSO BE USED. NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN W p NOTE: DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED v Qv .fl F D 51LL m R905.1.1 UNDERLAYMENT. GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO W �} m " ^"s UNDERLAYMENT SHALL COMPLY WITH RESIST CORROSION FROM PRESSURE TREATED LUMBER. Z �� ro ASTM D 226 TYPE I OR ASTM D 4869 W tu z T 0 i In, TYPE I&IL AT ASPERrANE3w N X V O iR905.1.2ICEBARRIER. „ItEGTLraALAND QO O H AN ICE BARRIER THAT CONSISTS OF aDDFTM GLET o"E�e,FAT ExERT N u�_ m B,A TMw° TE o AT LEAST TWO LAYERS OFE. 'DiN1XG O p T D L UNDERLAYMENT CEMENTED 9PAD,NG,B-D.G. W r F z PLATE SEE wanT° �a TOGETHER ORA SELF ADHERING ONE :zaa' rz»°TT TrwwT" isYRD T°,Do 99 FAAMIxGANGLEA EiER POLYMER MODIFIED BITUMEN SHEET EDN,R_1-1 .0 ro °EE"F" r'`�LE' 410E U FGNxDA wAN,TEEP,Axs 11 oD)EE—RB RIB °„B .) EEpT aoDF s„InGLEs PER 9IGLb " E °o A� °aEE xslDEo D - PEg9NE'BlFpsreNERs AA �a �` LSIN °' °1 (,3ree 1' „aLSFa N�� SHALL BE USED IN PLACE OF NORMALTIR III'MPsaMNTiHDRAIDANE E°ETIE MAi 1oo ,UNDERLAYMENTANDEXTEND FOR _ONES oo:i,8 LOWEST EDGES OF ALL ROOF TO � IO•Bl"°; NOTE;MIN.TWOR)BOLTSPRSILL WITH M, UPI ea Nwts,NTo r,pies(e�ea m l ��G;:i al'z TYPICAL SLAB-ON GRADE SILL CONNECTIONS ON EBOLTLOCATEDNDTMORETHRiTOR A POINTAT LEAST24"INSIDETHE ^'N� RAII ilSUO°AF"`TlFi Reas�_ 0 OR LESS THAN SEVEN BOLT DIAMETERS sw IL ea Nals,xio P,ATEs L'1 W"04+_o m ENTIRE PERIMETER OF BUILDING FROM EACH END OF PLATE SECTION. EXTERIOR WALL LINE OF THE °°'s iN"° 1'sNP'DN„rzn°RwL NE e,eaw Lsw o9 RDT I:'• L?M o ND.° BUILDING.TYPICAL =.-wA H �6EARIND Z 3IfTOMEET130MPHVANDLOADCRRERIA 4a IAFTERI9eMIsOFEN"AOF �6,MPBDxGE��xm=�AP tntn:tlkli O 1.ITa RA RFwAea pPPROVmE ATEVErti sTu Y,rF. NOTE;MIN.TWO LTS PER SILL WITH 13,mrwLS R+ro vaTEs 1 IBl ea NaLswrosruos nECTOAs TA.L1! .cipstm ps PER W OREE ST ANSE SEVEN M DIAMETERS I2'OR u loxe F�ww sDEl 10 C Mec srvO suRFACE Tz•BFAwnc ON OR MEACH END OF PLATE ATES SECTION. sruDs sEE VLAns i ` Q FROM EACH END OFPLATE SECTION. � le,ea NNLsiowMJolsT ,r BEwxc ` ` ^�} 19a � (e,ea WaLTT�LD9 =t/' W �s Hz 13,�9IMPsox INS z nEG GR9JGI9 9PA°xD 0d ¢ s swaETU,A D u PuiESEEPI/ws EACH BAY laleawNlsroFtaaeJL35fp Z� m uIr�TNJwE",a °" 6ITE9EEPNxT D DDR.TEEPpNT BSU 9 wlsawL9TDPUE 4 �7a 3 rP`'"`o`a^'D1° MJOIsr.9EEPwa9 4a ALL4DN �:ed o0 a DDNDA DNwMLTEEPANT TMIDA W FIRDJELT 33-01d FMBE 1111ell mAs FAsrExw 11a NULS ' BAT xOTeD DATE. 6/D/30T3 OAT EVE"ITUD EO'"� 1N�) OMERLMSE NO1m RO�O S L G L E r A6 NOTED ' lE— _ m Rp OFTIR: L L/l3DBG6/!3-DU El"9.IDR ANtSOF FAM =TT IN Pl_t ZE RDCFTN .l rotEimm'OF TxE RWIOTAN ov T LevsvecNwAPPRovm EouAL PsoeT O P4.TE M9TULEDps PEa MANUF.THE I�PaEssvaETxFATm 9LL Pv.TE ALTERNATE ANCHOR BOLT DETAIL GDPPERTER.RET D TYPICAL WALL SECTION TYPICAL SILL CONNECTIONS AT _NOATIDx_ TEEP N,T TYPICAL SLAB WALL AT CANTILEVER TYPICAL WALL SECTION CONNECTION NDTTDs 13D GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS nmrosuE, (TOMEET130MPNWNDLOADCRRERA 1 nmiO srnLE) �TO MEET 130 MPH WIND LOAD CRITERAI O "TOMEET130 MPH WIND LOAD CRITERIA 4b BIE TOM EET I3D MPH WIN D LOAD CRITRA 4 �E TO MEET I3D MPH WIND LOAD CRITERIA 3 2 A a _ _ALL DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS G UPDATEDS120I]0 0CT 26 1 , 3 r RE VIS ILNS� a IEEIIED FOR FE-11, ¢bR0R3 3 NOTE: r REFER TO'SIMPSON' gC°MINugUswTER S Z MANUFACTURER'S RACE®sa•oc. SPECIFlCATIONSFOR sTRnP wxc mros iDTOPpIq srRnp wxD sruvs TO TaPvu ALTERNATIVE APPLICATIONS Y 2 ,.o °x FACN TRDss xEnn°[R HEADER H L O O NWLs TRuss D0.cBl4nD m1 —8-1101'41 DE ECKED B YAK 'u"ro"BµD ona DENxo�° EXTERIOR NAapERNANNF.aPED EXTERIOR na Enna PERNnNDF.aPE DRAWN Y PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS xDFVRRwD uSMTE SEE wnxs VIEW VIEW LP.Ten)P•rz IrvoTE: ].stv°s sEEPuxs F THIS DETAIL ISAPPLICABLE yq„s as DSSEE nwxs FOR SNE YAIERE FLOOR JOIBTB ARE —EDIT SIZE u Z PARALLEL TO DECKJOISTS Ess ocn xAlu:D sEEvvns eFuvA REgsRSNExrs o a ° wRxa,O La xw xDAND RxxxDxx°E L fsa aL®e•D.c.°'UJ BSIRAP Fns,El"I°V,�'l,�Mm rsA°Fxuts FAstEx l,l oxssDE"xaLs W rvl l,x,aaBt,r� Z HEIITI==l a yy } wnc"Y-NWBUnc NOTE ALLMETALHANGERS.CUPS,NAILS,SOLTS SCREWS,ETC.INDIRECT f]•sPaxwc on wuL saws ,taEmm�c anwnu svvs ~ 6 Z zxw CONTACTVATHPRESSURETREATED LUMBERTOBEHOTDIPPED q,rt Q GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO RESIST nAs pER NAN°F spins F slwzS VER NAxuF BScrtE D �' na:oRvaneEwmxi"sLE RsoTs CORROSION FROM PRESSURE TREATED LUMBER RN qsr sVe Jg9i RD.��U.. EDNRm W ED ` J I- DTT TYPICAL CEILING CONNECTION aUPnTE LLpa E w LREDWREN N a ° a a TO GABLE ENDWALL Z FLooa�gsrs °qsi F£RNgn *TO MEET 130 MPH YAND LOADCRRERW Fvun=. Fwxo"Tlm d H E ER 21 ° o �`aERPw v RATE TYPICAL GABLE DECK LEDGER CONNECTION DETAIL TRDEN TYPICAL STRAPPING DETAIL FOR TYPICAL STRAPPING DETAIL FOR END WALL OPENING THAT EXCEED 42"IN WIDTH I NDTroELALE) FIGURE R507.9.1.3(2) 23 Y••°• ON ALL EXTERIOR FRAMED OPENINGS OPENING TO IN WIDTH ON BALLOON FRAMING ALL EXTERIOR FRAMED OPENINGS *TO MEET 130 MPH MIND LOAD CRITERIA *ITOMEN.ET130MPHWINOLOADCRRERIA l rnrosuLE, 16 15 W 117 *TO MEET 130 MPH V.BNO LOAD CRITERIA STRnv cquxEcOw E of W n NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.INLu DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED z a ;na ARE PwT _ _ I W -----+----- GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO Q (1 TYin P."SIMPSON"H7Z HURRICANE TIE aEA B�" RESIST CORROSION FROM PRESSURE TREATED LUMBER. LL R®LDcx D'SNPsoMn]conNEcio0.w FLITCH PLATE BOLTING PATTERNS W � 2 �B)eaFnsTBIERaroR suiERsrtxuss TOM ETfwD3D'MPHWINDLOADCRITERIA no 18 v O l0)m FAsiEnERS To,ws L lxrnroscu.E) V OO F QF TYPICAL WATERPROOF �' R�Ns% Z �� m w NA,rD.cNgEEADxaiDE V _ � DECK DETAILleleBFnaTEnERaiD�gaT A Qqwu� O xrnros uE) ° °R Bzeq Ra EnER DgRD R N 0 XY O W *'TOMEET130MPHVANDLOADCRITERIA F 22ro�w NBampAE o °u� ° v ,� I,o•sNPrY sE o W TYPICAL RAFTER TO s<EELDDLNNx ° �� nOEO° O w k o PLATE CONNECTION µ<Dwa 0 cl � WHEN RAFTER AND ^^^D E aEDRDN wEN MEw°RawD E aDE„Ew DRNERNnDnE Rw wEx z STUD SPACING DIFFER PORCH STEEL COLUMN DETAILS DRa TYPICAL "R °"""FA DRRE D DE a TDMMT130 NrnTDaDA E, ALTERNATE DETAIL Lou *NC MEET 13'MPH VAND LOAD CRITERIA O O 1� 3�E TOMEET 130 MPH VNND LOAD CRITERIA 12 Inrn To sruEl 11e �m m 6 �"a� rrr;g.q•; WsEE Plana I"�R..r-_AT iuwETIEDR 7':' od�o —Ps°x•LTPsc°NNED,DRs aEET.wuLSErnon, sEETrwqu sern°N, �T ."w].m00 z�„"a�t9 —DF eRR sEEiin�LSEDnDn aEET.wwsErnge, Ds vl"T�"9°cB,a°xE"uI sil'I:D F �"`� 1=„ aN,N,,, axEn wnD %spy N°F°E a �nwRa'EDRo„ AaPERNAnnF.apEDa. �} z } DARDq Dn �xaLaTD«NNNaAssPE E—x«mTq NNaAaspE°Rm D 0b m s QFR-MTOTOP puTE n0.css NAxuF SPEcs P 1,1�sINpw MuupurtTO°F � .�Ba ,N �,)—a A MIN �,IET° Z Ij Ij sin nssPE F a E xrnirnv cauxxs l.B NwmDaEaRm °F srm can.Ix °EFEN TDN"N=PAl �MOu°ncrnun"sres�gRED Z�'y E LL 'slNPswT cs,e srRnns RIDGE n Im As U° cm ERro-U.l seE sEE vuxs FDR szE 0�...] mEnSE PRESo PREssuREmPATm II a"Frvce�Noai�os.°"ea'Tun wSDNO"rs Fali ss¢ELOry 2.gii OO slmn,aE p�aNPsxQ• Q I I wns�unms� w�•sNPsox"xaz• R).slNpswPms• nEer .wsT ssAgn J II II FqR s°e _NEer°.)(-E= _x rIr ',IME suns 9xna trD,c,)(oNEEncn° W II II ( EI(e)e°F SasE°nERSTONO sD II�aF)InsTErge RsroNG D�)II')I""TT"TD PwJEa" ]3-olA lt�)'SINPSOH'Po9T E ) q D. es1—E.Rsro I DM (e)B°FAsfmEnsro QsTj')ee Fns1ENE T, GIRD DAiE. 6/I]R033 I .:. vuFT OF TEtPiP.vr roi LL II '::..::'::'i'+1:' coxcRETE wuL Y1O°N,N°aD"E NO Bmnlx)v Du.TE ,2 gwRwDE a°v ,rrgwRwDESDLT Q Iy DuurtRY FANl])PERCDNxECDDx D)pER CONNECNDN ns vER NAxw.spECS BLALE. AS NOTED O .:::.. . / . ..:.':.:.::..:.::.:..:.•::::...:�:' TD NUIUFncfuRER '( PREsaTPFATED ws! sfEEI CDLUNH mPos? L Z.R3DYG5/13-01< F (1)'SIMPEDN'FOVI-E T°aE COwwn IU'SlxrEw'PoST 80.5E �CDxCRETEFWNDn"gi �DDNDRIDE FDNHDn"gi ..... .. ,.,...... :� T.—A NIN. ........................ TO NEETn YYrtLOEDT ' .....T:... uPI1Fi aF, vvre tctvasm u Firn NSBryrvvvD o CORNER a ,N TYP.ALTERNATE DETAIL TYP.ALTERNATE DETAIL x°P REFm rD nxN"Fncrun ER Ns -ri--r wax l�wBos� l�f ,woDunxnnns AT HOLLOW COLUMNS AT HOLLOW COLUMNS a TYPICAL DETAIL @ GARAGE WALL TYP.HIP RIDGE& .y„rnTDa�E, nD TDSDUE, TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN RER 0 CORNER CONNECTIONS RETURNS SL BETWEEN GARAGE DOORS aNTOMEET 130 MPH WIND LOAD CRITERIA TO MEET 130 MPH WINO LOAD CRITERIA INSTALLATION INSTALLATION INSTALLATION Z Nrnroag�E, 14 *TO MEET I3DMPHWNDLDADCRRERW 1J 11U 11c i�TOMEET130MPHN7N0LOADCRRERA 11b TO ME T.ET130MPHN7NDLOADCRITERIA 11a TO ME ET130 MPH VVIND LOAD CRITERIA 11 *TO MEET 13D MPH WIND LOAD CRITERIA p F•` a! ALL DETAIL&MAY_'NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS uPDATEDsIrzozD ). .. D3 F 19 Vi Q BRACED WALL DESIGN CRITERIA 3 TABLE R6,Y1.3(1)-cgMlGuea BRACED WALL NOTES: FiGU9 R602.10.6.. ISBUED FOR f£IZ31T 06/30a3 TABLE RM7.9.1.3(2) FASTENING SCHEDULE METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION } PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 1.BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN Z NET, MSO-ONOFWUONO= MIMBERANDTTPE SPACWGPDIDL-ON ACCORDANCE WITH REDZIOOFTHE202O RESIDENTIAL CODE OF NEW YOM STATE WALL CONSTRUCTION Q MINM OFFASTENERag.c uM ENO EDG 9TAFxESAFIII NG RDAs rwP 2THE MA%IMUM SPACING BETWEEN BRACED WALL LINER SHALL BE 60 FT. T itm ma133'a t3s7v etnaenatawnaa Clwim<."�n rvm�maraFx^¢ EDGE BOTTOM-E Erw ROW SPAnNG 24 twmmrlP)wssmgnmt 2.tmeem�Pn D3^a¢t62) 3.BRACED WALLS PANELS ME FULLffEIGHT SECTIONS OF WALL BRACED WALL PANELS SHALL BE I �m�e� wocvsmw ZTOP Lem«• 2mmrs•1 Nare 2bmw° tyro m<le.° yrga CONSTRUCTED AND PLACED ACCORDING TO BRACED WAIL PIANSAND BRACING METHODS n °ORi� gym' 0 s a tgaNe Wanxnmam-mmn mm) ma13 i^x t3s7m w manna nau SPECIFIED Yrewmn rvmmm DE6CRIPTIDN DdTE Bmm Jwzla` anM 2mmw 2mmw° 1518mnvi }-1�cmmPn l3 i'xa16x) lrvmTv. s�nanmct D ms:lmm=t+Amm t mmmnD zx4162)w a.BRACED WALL PANELS SHALL NOT BEGIN MORE THAN IO'-0'FROM THE ENDS OF THE BRACED cNECKED B Y l) aLep sv°nsvl maammgpe:ean°mtnempmfi.lmmn ebngm°nmeenml mn almee.nbaPrme®rmnwrmn rq.w 3a Bena°i rtnlwzamlwsl brae em R^x¢M 6Y.n �e nai WALL UNE THERE SHALL NOT BE MORE THAN 2M'BETWEEN TWO BRACED WALL PANELS ON THE Rsm.9 L3U). zS t3 m w SAME BRACED WALL LINE rx'�t"z'w/'°EP 51 'mxm1PA�1eo LF. Q CC a•sea¢xawm.w.e6aa PensmBmwtumm n Farenwwmm 63'Xlepa.vagw.L{'vom C DRd WN BY. Q Imsk Tenanmamuwz wwmmvmmmammgw.m 5.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUS tl wnerwxaew emrxmnnr vdaas aTne mnmmmmmamRamm lmmm mnNbpswenwb°pmT.mpeagemTaleagnaNlbmaa°rmnwnM Fgure R5N.A1.3H1 wmmnl<•aat9lym �m�mY�ermm m�m .e °e SHEATHED STRUCTURAL WOOD PANEL METHOD UNLESS OTHERWISE NOTED.THE PLYWOOD rva LF./Bx/PR SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN 10IN THICKNESS. CC Ea R'a 0.,267 or 21'nn hn natlmropme mnam Y b F 2) BPAM1 Trams mat^am+.anm mmear g.t 1'mda ehgpmmmaPPsna Baas 6.BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITHIN TABLE RSM3(1) ° �1e Of�EP1"VO rrP Snc a 2 anQ OF THE 2020 RCNYS. Y N 2.2m cmnran la•a p.t921.gr j O TABLE RE02.3(1) Mm ltxat287,ar Fen naamane analaam sPn 7.BRACED WALL PANELS ME NOTED BY THE FOLLOWING: B imO FASTENING SCHEDULE x0.,N-b L pESQOPRON OF B4LpNG EILT1ENf9 BBtANDTTPE sPAnrvGYum LDuna+ aCSWSP=CONTINUOUS SHEATHED WOOD STRUCTURAL PANEL Z rake 3s^),m 6,CSPF-CONTINUOUSLY SHEATHED PORTAL PANEL a III ITEM of FASTENERe.a< Laewr Mva°AmNngA mM.n dtm,m Wx4i2ai:w O1 Ataem Pmwamr.hn mtl aGB=GYPSUM BOARD waaNgwvaxxumnTetae mmeas 1 } aka mxa t'x tt)m 30 m d-raat3t•nads 8.THE ENDS OF THE BRACED WALL UNES SHALL BE CONSTRUCTED USING ONE OF THE METHODS zv.rierwarvamnn iAnn" mPTL+lam I- z�.l Baamnp orgocnmgtepq arm(sx0.120'lm2Ae cmnmm Eam.na,to naa SHOWN BELOW. a QBbmnpaaMwn m&MPmmal,msm mppm 38a 3TI,LLr F�13a1'km rn natl x3 RtYn0.13t arxaao.t]t)ww � ruc asr s l• 33's 0.t 1'maa FIGURE R61Y11D.T �•'--' '• --_-�_c;.._a_.-•- J u OFSuloNti¢EANMENTs TTpE GF� Eapasn Immmmma END CONDITIONS FOR BRACED WALL WITH CONTINUOUS SHEATHING ff<'mnx+m++ L eaelma('aa,133.w pmnwl wIF°m4a 1- 2 -phmsmmpgaw 39lmmimnR i'aa1317m Porpm m.nau 6nmw) OVER CONCRETE MASONRY BLOCK FOUNDATION <D o A 3.t0a mx O'x�t297m nr �� ern.=fin mmmma w I FRONT ELEVATION Z -9amm nw � somj(sMklnl 1.Rfia2A2 Fewma' mmmmn D'xg.ltBi nad mma hx I,Ir 4,3t1amwreanaa 12 wg . ISa4131•m6s 3 hmummm celMm:c Ggmmemanan'vq ,la'bnp vmge lBga.N 1}'a 1'monn Omm°OFeu�eegnauwe mvsE trooFevacmnxutw6 1ei� m g W`wNanvaemgmv nai awmmm OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION Immmmhag.t3skn jt'am wuubswfiSertwNMwmrp at lPg ssape t6ya,w�.'wt'mmm 3 B con111tWxt V }im 21P naaxmP.am..nalfw naa m11 ERL Ex4e4nom4xz meeeeawa,xLa�nxnmmnma.,mwP.anemmPnxwxxan Q vaamnzmgam m�3^aa xo.tawfi).a nnmwrn anarw hpyp, ,tPN°np naa.maq.Pxanaae. � ) T tt Ima+ham ,Trwwms �rnnnamPw.mw,+RP mN,nao,w.a:vxxm W film o.t 1 &Mrmeamwng wasmcb wn•.n=°e.� 7 1 t' , wra�nm� ^®"xc'°n: ran;,;''°m,R�i'a ss7m tom" fpw�atta=wae Trwwws a waa: xavn H }Coma nmox 0 j-xatae3.m Tw naa ma nreaw.enm..m.w: �� momna �s�'wnc at 3 ae.267.waxoo,2N)�er nea 2 RwaaMnle mgn vapel aniPaMnvrrvmraN ISx 41 as ;°ens leas R W lu mnPmntneP mam stm�uD nx0.t3skm raw .t III ztm i•-1` - me ena-x 3t-)maar 8 u /j maa'a¢:x4162ym EnOnaa mmmR x4tAlT natl romsaa:wrxw¢PaumcwwxaawPawwm, U .13i'nada 67m td`-1�' mmramreaat'x4�-)ream 1Z lu y I �w uvwTEDs•,avep .TmmvPP.ean 1 OVER RAISED WOOD FLOOR-OVERLAP OPTIONw (� H <emmmP3•z 0.163] 2e'echwnaa TABLE R5O1(1)-cgnanuea unmmwon�rvxa wnew. I^" I 0 SNarosNe(wtmwawawad Pnah) FASTENING SCHEDULE mxomox3 En4c4n m4xt uw.onTrewn."a vaa ovcv e.xnmwt Bong LL em3fti••zo.tz Y.gr roarew ma Fms tom=25amAtloa=3anemm.lmu IB+o FRONT ELEVATION SECTION _ O 3mi 0.1 oaks vpm non=Odt)mgtxzl=fi ll9a MPa ^ Ia6oIMt6NEnTa Ll Z SNamwa PaeNMnp smmmmm�W:p+Mmmm ] gwj nx 3n- tten M1w nad lu Naaaea vmmT.ammn.mxwemwm.aMwb wnq wlvn dnvntlw stmv6 Naas uaaalvrnamnpmOMeemng connamms Wa Remm Pnat 2a'(a gaava naa Wrs MwTeanM Fa SL1 nm=25A mai ltml=30aBmn Q g (m Newd«aa psnak) era 16'neh aromnmumevmap°Cd.gYelamngN°usMvm 601aI1w Nankaiamsvm419z mcnam emmnm naiU.go lNim slunk nooasmlmmal Pnmy QF eemPn Dj"a 416t1 wnetl emm4a mrpmaan Ola2 ram mtnm mrym Tan O.IT)mm,end tvgm(m Wnkemmman m0.te2 ram mlvci ]t(m NandrM6nrs MwTeanM � �O L F m E Smgas en 16 PP'me vna new a�m+mum Ilt&N<n m emmmm ernn maT. smmW fi[°tmua O1J Ba mnmmPai'a416z7 16'v.a ram sage hw m0 cNaas Mal mslnna atom rams Ten6mmrsPwMrmeawPmknnensPns an e6 HmrswPwtm. - ® . ® ® � ® V} I ,0 aupnaeam R'mtmdamnM]'sPnr) gFomJom gb{mimafwlq Store Pnme Wam eppma WmweN 1--2a'IwaswVrsepnrsanwn - z YY ltan wm vew Caw ned S rnmmhCVPn Ptmqumem TnmW maAmmwagn Tede Rwz3Rk muawNPneh p Lu In Wa, mgm(3 hx g.t3sl FWr:gge afiawal Pnalmmannmmgeramaaro Prw ane,amnm.mg.mman.mnam.wvP:le.mmn ae mal�.sam°I aePa.na ]zlm laanetroanw m.am.a.mn g3 gs' (� WZ . zmmaa Yag.U37 gr ''mlgPasewmePwemee,m,wmwnmram.mTa mmwro nngl,ana aPwhmeaTan,3vmmwa mapmuaweemmw p n �mn�an..mrmaNe Pmmnaha D.v+7m Tw ma en nnanTe abmam mwgnmtM.I.-dmpnmmamatlxnlesaTan tegmer, f4ureia1fi°`"°"" i° $ W Z O m mm`eP D•Xa,z67 G mMaaTmvMap mmmmmAs,mc139e.nemaomwamlaem..mraanw,mm GAzsa Fm.mmm wawreamo mnlmmm Naaea.m 6w mawP<aYmammarom.wg. N X7Y O F TCPgaebfovgam c°'nm"Ri'xo1 to acmes latl g Mc�. cevrs wNy Yxym era N.bawa nap aan.IMwmM. mUF 6tl nsPwnpmM1amnma PlmrMwT�np Pnm.aprsaPPc.alPPnlaep.awawmaerrramnammwa,z ena r.wn.e nmalweenanmmP n.mmmammne:maramw +•`•`� -'°'"a-� f'-'°"""'� Q QO O 3mxal�agTtzstn ,tan Nw n.a PnmmmPnn.sPm,amlavanenmmmxnwTmp Pnel m9w.rYawmwnm.mee aPPgn.amrmmng�mmmnma nwwa Ermcongm4xs� gml^^' H- 12 na Eb<Fmq NmMmmmmw mnrme.mmg Pnvl eegm peRmnGmmrm Te Bemnpmvmmn owe mxmaxMaaa wwgnwpuvaam O ram(3 t'xalBn.m gTm lxmmememmnwan Fbgrwnnea«sne6mwPmlaanrtamn n.nmenmwaa lamw�g. Fgrs.,nm=x6.t mm,ha=3w amm+lmlma=ntsN Lu_-_ _ _ ___ W Q Dvame mP gam pj^agt3sy,v Few neap wmsmeaenapnn iWtrera e+enernhmmvaman.G.na Pam wmnglmvm.nmmn<.°.am Tn wn.ram,Pmrinv.°tw PasPm.nm manaalta Z 13 aPre mn�T�3 zaue7.v (nmam za•mP eFa<a M1neT.am ena aznmx T.wamahssroloplYah T.<mmanwtwn Tla wneawa Tm m.mdPT.vPmnvvmmTvmOerzmm�mm I I D- -7" U 1 3'a0.f 'mks menapinU aR5MIheRvm6nnWngTUngSnwanaalPmmm.aPafimanamASiMF1681. a 3 t11 ZTABLE R6v1.3(1)-wrNnued TABLE R702.3.5-INTERIOR WALL COVERING MINI MUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPS UM PANEL PRODUCTS 00 v ^" a- FASTENING SCHEDULE [ f O rc w RFM [E66UPGW OFBULpNG F16T1EN19 NUMBEN MOTYPE SPP-ANDLOCATION e�R IXOQRAnON OF MNJMVM MAxJMIA15PAONOOF nwRmmaanmwao R aq �"ot�,„,,-- Q OPF0.5TEI�ROR GYPSGM GTP6UM BDAraD SPACING OF FASTEtFAS Onmw1 SaE GF NNLBFORAPRICATION I I g9 In(�i:'z_�,i£tc Gmmn gambmat ran Pat mntlPma mmmen l3Ta4162] i6'o.a M1n ma PpR SD awFLlvmC.t PANELGPNOpl.C,9 EMBERS _ TOVAODFRAMING• osmmnrvw wa¢ wuun.w..n.¢ I rare -e m laa<amFmlo<leawaaaa Wd 36a4,31'na 0.1357m It v.n M1n naa Gomm) TOFRAMINO 0-0 1 I �� e ...mnwamaa, ® LO a7Y a;,o F,° 2 Bavem gammlwst hm Pm mnepstm 3-tmcwRha 4f357.or Jaam 16•ac M1w and Cedm9 PeagnawW T^ �13 13 papaIr nwg0Mr ® ^'�NI9 2 sera 16'aa race and s r.ti'bna emalw.nPq ae I -� tD co 16 fNmMm9(elaawa mlPwebl a-'3'x0.13P naafi a0.l6tl.w Guam 16'nn hro nal Wy EMm mmd,w e 8 e mail,0.o3b'de:Pter.l tivna mm¢onntaa+sv - t t`a I a-mmaR3"a113'l;a Gmg EMm ewmvn ,a 7 12 ) •- ;.lm amiRha 193Y.pr Tn nea Cefin9 P°--. 2e ) 12 «�tt{'Iwaig.•mula mpegm wmvnru exact awnvn^amsa /�mw� !� mr� NOTE CWt,IN0W4 :`Esau y » ""a r=n p awmx mrz3'xg.t317.gr to maa n.u,a63caRmm.r,+tmnv.B W ot3i3•,p.tzrkm wag EMm mNmP xa 1z na.a;mgYPamm.,a wa agdfi• ® _ ® ; sl RE METIroos = i a h 6 Tavw nmom gaam sma arx. e to m+wmanxe m...we Lm7 o z°c '"am EMm mnmm nnlm.t t'mna 8'nwa eyy gy RECAARE PLLFRPMED m 6mDhx 01357a re i= i �a �BRPLEOO WFLL MNETO BE Z2-tm mmmm(3 J-.162J.m End-I Canny EMm PmmP 1B T 12 gal Ilona ii"Maa 0.09a' � SIffATIffD _ Q 3sa all weze7.m mmm, hbna wwbrnnPgm awmam.a.mas 3.1 mamr naaGwt aPmm«.,i Ima.l' Z >•tm ma TTz0.t2 rai4np 2° T boeammar��mmem flee,0.o3ts LOCATION OF BRACED WALL PANELS OZ E^ tT TOP pleIw,hPq<omanem WasvNwn 2-fmmmmm Ota70.i6tl.a Fan nai TYPAggaaw ti' g mmmnvamdaotpgmaahm m Map-oyes DO iW O 33'a 4131'naik yp ream9 mnwT Pomenmmhr 2e 6 aryna6 wm 6umn U x.IamNamwm 3 umaha0.tt37.m 6 0 3s s;t loco=xsd ran Q t8 1'bswbw-d,.e 2-m<onmm(21"-131)., n uPwlhlm0.ii'nwa,4o90• FlGUREPERP PERPENDICULAR REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATMINGUSED Faw nee We0 EM«m moo U ammo,t t boa mnuhrrTwam BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEIUNG FRAMING J 2-toe 6P O'xat2s),n TO RESIST WIND PRESSURE TABLE R6D23(3) zwpwt t <Pmr maa.vse'avmm«.,tMp.t W maR+"ao1137,w YM1a EMmaamm neeq mpYPum meN ma 40915' MINMUMroMMONNNL MINMGM YrTJDD MINMLM MINMUM PPNEL xWL ULTIMATE DESIGNn1rIDSPFED MP) F'FNJEDTI 33-014 I 2mcammm l2('•a13f.m 9 16 m.ti'bna it nwa a .1 -CTIIPIa NOMIN°LPANEL WALLSiIA SPAANO YaNp FAPOSUREGITEOORY H 19 sneeTin9ro vam 0vamg - Fen nai ^ ram ... wm PENLTRAnoN(T) ee a� EL SPPN THCKNE690n) PPOING IIy 2-1m HuTJ'x412979s pVaIWG V]IGES MCI DATEr b)O/ldJ3 LL 2gapw l'voNn. FELD GanO° Poryendmmr 6 �i6 ,6 Samv es° 3l9 L.0 O B e O '12""37m WB Wee EMm aamm ,6^ 18 2a gyPY1"t°"m q°mP'h 16 GALE. d9 NOTED ,1 tbre ran brt Pwm maa elm 1.5 2N0 12 1a0 115 till Z 3-m c°mmn1131kn m 1)9 2118 )I18 2e 6 t2 ta0 Q 31�m�Te'a0.120'l.a �ain9 EMngimOn tfi 16 ewcrnnau reaea ° xr L L/13DLLGSR3-DI4 1'aewi.l6 ,1 bog F 1R orEIB 6En9 Porpnnmmmr Id ,2 t6 esabge fw)"ene tpYPwm A fAB"eM vneor maetlwpm wm mwnp en naa 18 Nana pY I H wmmTm t ar ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS Q m1a Ri'a0.1137v Waa EMmm�mw Id 16 2d B1'mDnY1°°`w e O 3.,m1°.zR'xu�,iei;w3lkm ex.wgn.,am^s w.®n..s.mwL elYnvnux.xm STRUCTURAL MEMBERS LIVE LOADS DEAD LOADS ALLOWABLE DEFLECTION Ttav ce0ng Parymwmbr 18 18 13aw Pnnamanvmrebr h9YPmn mgwt•amm, pa.l}bop YB bTm Waa EMmgnnw Zd Zt 2a mane pun lmnel P°mms: -1-CONES 1nm m ql msmlea,rM eanrsnR. DEL%9 1!!W Q 16 Fw91mm=E.emm ammvmuwre, won nru emaL mmngrtrwfn ATGCNiTHOOT9TOYWGE 10 W4 nm Rl'a 4,137m nvremT�wEon wBiMaMestm,e Pmm�ak sPcvd Ptlrss Ten2mcnrs aPM1w mwv Tent imenw ePM1Maam Pmdeemb a:mm CWIUMRED9tOPAGE 10 U2a0 dl 3.ea mrvmn Ui'xg.tll$m Tw nai nmmb-.d 12 FIRST FLOOR U360 21 Jcrs[bml.fop gammpvam 310a hm D'xg.IxB7.w 45cnw NaAm HaemmPwwM SemP NL3a evanx(memWn9 gyPvm mvavgyPum Pnq memchmsmmalmsWma ucxame SECODFLOOR 30 ID LNm I- i0.13P nai Pntlaenal Pnmmvme wom mrvgmq Pmlhcbp nm4wa Tan hnm. - k mbtwmna m.g0amngwweamT•gmN�g m.Tm�mmwwda lm snvmgw mmmat lm miA Napmnd meaTw RLCf PPFTEftS-GROUxD SNOW LC4R x0 PST VIIO e' maRta41137 ma nea �ImmgmTw Ta pypwmmammgrP,m Pnelpauq Trm.as ena magmw moaasnPxn WTem Te m{Mvrmaeveminm in Z zz RTlwm mnamhlm lamwrem.Ia g,m„ m,m,R�^xatat•xm mmne emma bmmm�wel.g memP.Temmvma nan mroee wnlwmmm f3;gaP.linMw bog.b'.mm lmeamra mn,m. m<. gmu, wavnaa°.aT, q.M1wmaPamm�amw) wm,Ira zeT.gr n<.manau }:nmmP°mlmammgrPmn PwlPwa¢.nam l3ww.+ilmnP lma @anm unarm F+nb gYPwml�gwammPmnPnm 202D RESIDENTIAL CODE OF NEW YORK STATE NOTE- }a0.19,•neT -- Pom1 R30121.2 DESIGN CRI)BUA m Boa a taatt]7 m -Q INasebnTeivensMkmplapn gPwmlmm er TPeum Pmlpomgmea nmm usvePMvicennpnxen a ram teases mxmae OONSTRII I. IN REGIONS WHERE THE 6YMCYiIN06PEE09 FROM FlGLBE RLn.2(6J0 EgUa OR EJtCEED t to MILER PER HDUR lfn.t ItnJn)HAVE BEEN Q G'--e L�. r+ry finMrsbmegGm,aMmnmlYmeunaamwpPM1TsmaOm emvewanq On ceang egWwamslo+vwmetvamreawa DEMOV4IN AC STMOICEWITH 23 ,B'wHbvrmbaiemmpq z-m<anmanl2j"i0.t311:w - Rr-" _ rmlwyedMrMMmapalefpegNeplV+vnnoSmmpYP�miPn°Ipeeu,MAEaaIg4MP�Pandabrl°h°mn0.wTen vrSl1YxA•Y.enm AMEPoWtFORESrPNGPAPERA550OATpN(POFNA)A(OFRAMECAN6TRUCIIIXJMXDESIORLaE.M9TN6FN-ANNEL11NG9(WFCMk D4 F 19 3 ;.tm OmQ'a 0.12B7m t F°�"0g i1r ipplYmpe w mtlarW On mnimvn g/<sum OwNTvim asne9mbmoesvalrom Luuilmfmm mrlBNcn on wmm FIGURE WHEN pyrP,EJt3d60F Tf+EIDID RESDENIULL CODE OF NEW YIX2K STATE AaIl1T11E/SCE TAIN DE9GNLOADFOR BWLdNGSAND SIRLCIUFES".REw610N 2+bWst•wvwt lepa.t rbiq 'i + - �'�-� Eewn BRACED WALL PANEL CONNECTION WHEN PARIMLEL TO FLOOTYCEILING FRAMING LFANSVAs£)-tg. �... fnarmte.. Eta.�a_lam.n'mllmnmlzanm Pq<:a..lmm�am i.nm �mmmP.mwmg ma,e an.amaa.a OCT ; ' J = � r s THINK SAFETY,READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Nm.n -,6aP :a rn prpo M.hnrwa Rma ned tfie R.-3)n PMenai 1-P 1]Sx 3){') attrm emn(e°°°mchw'rmA^°My Lw4Vvmgm macWerarmpamw y-. m,sm.<. wnanm gNnlm.++exmw+R'. a_amarao 6bardmn.lnad- el«pwwnm:tx^TYRwBpvq pwrmgmbwedmnp.wns ALLOWABLE HOLES-TJI°JOiSts {jyZ m16 Bbcnngpn•D Wmmalwm Mgim main mnN 16'enaemmm ed(at9t•xpX'1 et6-ancsnzm <X'TMmerS4ana•L9La Tn•Im# axrOaglwiC wa°O° emus Id-nwmrymm dFTY Pw BmN Y°Phla mil-f6tl(g.135'x 3riJ m«pup pm•D sma nme+msem tY.•i rntana• `gn etH]VIONLY n nranbr' WUnmsMewnrrgmndm ixA minimum WeDSErtmen ,)(•TYRm Bmrq LAOI T. mOFbm Pnelnad- STwnmg #an atA'IAW OnLLY queN mxW 193W0 rL ame lY-Tmnar3DenC L9L ��/// Ba P.131•x RYf)at6 mc•mef Iwnw node ° er TAslm# Ba P.191^x� tY.•Turorrsu.ne• � •• Q 0 PmH°pN WaDAmm�n n�netl et anseri LA mn marq XY� WeD rtrtrmn naa ..<n mrmar� Bt Bt ,� E im(a.i9rx2 ° 1%•TYam i3mN bnan.awngm .3T.idc'wm.<.Mia =n°•6awwaNrLr z. a �mr sa L �wcq TOwtlG(41�1xm TJPnmpN m wa mew Ir' m n"vmx.`u(41A3W pNl)ar )C. WeD SDrteners nwntl I mmsb et n' nL N p m e tY.•r Nmne•L6L caw mwMmpronw° mmaNmarNanlK' mmM wwmBtw <a,°mnn. tiL car Im`°p'•m"°W°om'^�m`°mmp�womn � ��•�` v WenspDener n TJPnmwat mum maN PAen TA JVMmwmaremM ono 104 P.1z6'x 37 ena eTHCNLY supwa 9 nt.mm Mupnrva l�'mlNmum TwmoNlDer4131'xr) Mm.d w,v,r lammngm n.iT�IwlhmnTapNalmp nm mom g °ea° rTable A-End Support aw m o m.anlwor4r Jplstbasring at ends Att•N cN°s�Iearmwa�e`gnavme°w° Al Al f sp O®r dmfalalpwA3 detail AS A3.1 A]3 A3.3m auppoe°'OO naJhmm smempaMetl«me unpRnmmv)Ogh TOO B2 BR 9hps abprpeerDabw°e weemdBl mandNear 83 8© ^'°� O94 Mlnlmum airtantt hpm ea UNDH tSIM face dn<ateat EI¢u Ort LO p ��0� cam wlwn-sm mmd Bl oAe<OrN ROUNO HOLE3� SOVARE OR PECTANCVLARXDLE3� 3 m eaeNmm msmgamnspatlficeDmsaw tin 6wN Oemk nalnstaMOmn A31 A3.]A39 'Finaememelmmdazgn ewcncamna aw Wm Bpara A3A °w Nad tlawpi9LnneMnrmpe mrxerana r W q{-t - qT T, H<,rnenpwlmmlatca GumabFbarmanm'Framaq T.49001. W W W O°m�kendlnahhtlanm Rayvnevwrlmml9nm Gwee W 1X-TYRun 6mN°rt)i'iwwr9tranT cFm TJlnln#vaDnm2rwn lW lg.1<6x9-) b FbwmNApmFranw0.TJa001. L9L Nad mM.(1131'w9T nods,meeam �nm g nab 'pncamm,dm<nrd Jb tlwpng panel Ip P.13Sx31$]ned+mM�'Tne B�arzvlII°imme aMm 1°°W mmmumnobdmttj{"- �� n �mnmpmns nurralemmDaasenel wRMnpe Nans emdmgimnam.cm.memr d(^TY N1Y.•Tame Pd'b pNm amnw maxmnn nab mrll H'- nbcls Jl'bngN ' tlaclun9lenaR9X' L9L Nad wen tDe10.131'x]nvn,°° AmU nudaysmeNtawy „K ' yin 1 awD Dbmpn9Paneh,8'aamnvr mN gf{'ew llrA'TA• wpmanemm�an12bn0. One gam mmp taamm mM me M(g.t91'a RYz') aDrtenra 11;16^meptlprbngnmml+: mrtlmiunwpmaR 9)$' wmm Op nm wtnmOm xManam t cal# nedeteacn wmn Ft app6++m peaM1mm emu° mM e'ammmn mlm ar + r Baia0.rnm•Mn O _ rame• n SbnR 1✓{•T.P Wm BmptY.• wHOna6°IBDeMew ngU Imeraplad glom mEl IXiLT tlecmnps�°mh�'Np� O°n°icat n'°p ned meacn T�uMar9VaneeL9L Ned mN Ohtn9aom ewp°t0 m pnD. lf:, mnmmn ,,,D°T'P,su°„'"a ispr,Y•- Pt9rx97 �emR Smmm�mvY. mnn wooe ,F.>"`m �� a t LNnp xHn eaN mtw end mg Dan • Dam pnalsM ones mra _ 10�(o.,3f'x�n�ma,m0 F¢aN mNmcemamm gsymEB Sbnp^Wa�." Tm'1aa e emP an Danpe. )�mDmN3mm FuO eapm vemml � aO�nalvw � mmpmmm an O �l� mDrB'x 3')wRe,C Dbmunp Demrm el Ei.mN+pn mESBO F1 bAml nwm mniNpmemam ,rDnUe6 UwR 1pN "- m a a a a a .� a s a uryas�6brb mwimm�ge xM -SE m<n xnn 9Jf'ma ttK Less Nan S^ ET O Lna Mery s rr r r r r ,r ,r ,s• ,r r Sa ea(Dn1m131'Ry3 mk at 6' TJMArsK GaM WEB 9TIFFENERATTACHMENT ° sr aA rr+a a s ua sr O bmar r"anlmumaWrmtlpMrm dL•T.PRIm BmNw m mm mN v6as. g Nano E9 E6 x mum m se• ter i a a a e:r a a +rr sa a er sa m.c ra Iwewwra ra•lm.e ')'•T'Stren°'�L nw°tm 'm pvf nadag Ea zs;',m,;man Table B-Intermediate Dr Cantilever Support E1 E1 NaJ mN lm P.191•x S) O E3 O Not lw uxe Mm]JS•TJI°jplstflange,pdma 1•/ Mlnlmum tllmance hpm etl ednd<tpin+itle beam nearert lmermedlate Pr canNenr¢u rt na��genpp.mim and pdwn nt. 15W,56TW)(/\ Aaya¢n mbw. Jv+r ROUND HOLEB� OR RECTANGULAR XOLES� E.ITERIORUECKATTACHMENT Apply guMPar Ta•jm#tlodanp urn ena «nx m+n a�malewmeq mnmmw aenemrp tp ears Dock+lna.dw��+mn �eefi D�nm mm aaw mn epna Oauda TA•JOlm Flier epck ker Bock In#aLD nmmY' 9wcmmin mpw mn�Iab '""°"y°"'�can da�laa Mamm.iLam geh(egntro emm,g°' nmammam Fmsnm nmg r smfee Ip P.ItYxmzxj iNMrrc aawe°wnrrtmweTVamp e°rmdro°. qr ns ppsvem. (ynj nab wtunPwsLb.°R). Trmte07r d -'hp� iJPJ<t+e s•Ms�6i ,N^�r�'S6iD w�:aidns Ranummrnm Topnm mtla Debw r�mr ilL•TYRw 6mNm �w< R10 Po 'a i^ mad iUf g 2 leege amzuminmm IA-TwmehVup• rJD83E0 9 nt Fec BaMertlP<k etlprm rmdam ec L9L �mMwLm mX � 1L'xx�•'^ (0.11 fix 1J$-) vs'am•m iwrlm#npAW (a13rx 3>r �°m�ma Tn�wat w• °�'nb' vl^TJORM ewr° 'p. s s O nm fl nmlMn Osuv°OM1° O WIM Imunt benwn.wNWr�bmkrs Npny O e°° ms Ouerny appLad mdmg 6G� 3r" r Rl]Sx]�') 6 11 Ra-w Hi Ima){"mTn•AmmP denm°' M2 wNlp a+mcr pR .p fprupDl! M3 O ttwsa•wmmmmrm�q<+a,v.+tmmw q,Dm PB1 Wnens /Roden d,a la O In P$IPPfiRmmMum,m[e pamramml meNm+.PornaR�n�Wr•m+nm+x`�pr9,TJ- a Pac ypuG ena pr W RPaIFnII nwvdw. •dw cwd rm mrma • Ihv LndnB gpdana abpra fa ngWiad pmu<Iw mm BEAM DETAILS R)wa¢mmn. ream° a erwR2 neRa•n•96DO Jam FASTENING Of FLOOR PANELS FILLER and BACKER BLOCK SIZES CaLNIn m 1:t1YI.p•�-TTJRm•qpS Mv"Dare am°P ro m'puebnrnmm'<a°g•myl ern epwm mp+ kSnLn2mP°roP'mmemmwen tl fmmapr mr L3T apmdgm eme evrrvnt We-FY am"w'h"amgww`rm atp Ld Paemmr°�t mMmhtiwum MCr OatNeCa RETE WA LL IOlDmtenmRll rvcaNl�gmPnrennia.e,eanm:Iarr•mFwrmkrrmm•mw•.nIl"m]Awluru`Ix)°omeuu}pN"L'mpamL�re aan°taiapmmmmzeaqnDN°"°trS•r.a°laPd aume�rrvmOmtu,),mwamaa,mz.t r reca•pyamvsnm zlrmes.ywwwwAmn°°y9,m-mmmNmI)<srawepnpmpm�wm.•eoawrn.mm tl�mram°ma,O"mrrw naOr PmurmmmsTihrcasa,pneemueO�°eami`nAm rmanaw mmrmvramyr Nm,rm.R0arpm°.l6m,rt"r-m«IOmmeg.mwwmueFwnrrarrwm4TM"n JOpNnap p dunm nixmaFvopnv+wm.aa°.w.F�nm.mmavarnmdswr..m`.anrJam.rmm,,umm mpm xXr wnmme-rR l.«Mw«mx°.maawin e.aagrnvmaaenm m%m w e.-°Hl ewm'mmm<r�nna°,ww'opam^rxm}lgn•n•Omn Lg°wp•.mn.w.tlm•m°em.p Wwnm vav�NpmanNa 9mmar+a#+mGnvw•vravmmmemr•m 211 Frrmma ,BEARING FORDOOR BEAMTOBEAM BEARING AT BEARINGATWALL ORMIDOWHEADER CONNECTON L L _ e�em r,,adr,,i,sw,,b,•k InmmY,w Ap-wmpm¢„s+w ammmr„m"ylm war o n„^nl nF�:"m n�Kmmwe•nweere'e mF.Am�m°.'a a°.eiw"e�nr'm.aF9 x„rb K rN.mamm.a. p.snm rbA.v Oe a�z •ALLOWABLE LLOWABLE'm*ewHa�wOnry�e,nOmbDamm°.aLn<ml emEinmw<MmmnS.+m,u nfwp a-O.m.wHarnm�ee,aarteabpnddmM a.eMplma�raeUs. i.m and mw Beams 1.55E TImber54and®LSL Headers and Beams 12F.m wmv n aenOle•Imtea ----- -------- O O O nrommm mrnamrrrg eanneedma O "0d�g.an •. ` IA+fT,xnTmdernwmwp.mdmmm,NarrTn•Ammmnp«pn.mw.a - - ��-._,_"®�,„ m �m°m'��*+:immR,rmemm. - Jwem ma#mmnmdl mpmmN.i I �'�I�'n..� Multiple-Member Connections for Top-Loaded Beams m oa°°mmm°1vckentm it TJIDJDIsf homing tlags not mnlonlwrt require bridging Drmld-span O General Notes wmM Pen TIP^ LangM gaRam OC.Snnn9 L NTenhamnwwrww-- blocking mN Wa na m•�m m.mrnw BEARINGAT tmmb 9' 3m 12 pwmn and°°Me Drs°i aly°m"s'axena nyn®^>m�' �aewNor' . COLU 2 tzo-tw mk 3' zn ore ch• mrtenan en as •xpnwemn wmvmnpmxmmmum sm.m 3• 3n XO nn mA woman n• LAn n ° mmmrmn. """MN��JJJ Y. 3K- ID Other Trus Jolstm Headers and Beams tz'o-t6a n DO A,ab 3Y.' 2m tr Bmn apn W/ «D alwaT D R mardlmmnst ER 1K' Swam 3)<'m 3X' R BmD spa+ maepmd ewns empxa� ze O ®mom sv D•w+ rt1�•cam RwOpmlwaDmnan+nl Yawn 3 5• � Om sure mm d•pep a D+un bmmp n 3 i2 NarpYl L9 4npzRwaeurnN Ip mkw 3Ye' naMueWwaed mama ___ --- ryu.°anme..em.. wryrrlunrm Naanvr. - n 6nem $•016' 2 b• BmM#m MUNpe Pwmm�mnenatlmmDetlbpenerro _ 8 Ye' Ore apr L6 rmnnvm vnpmM1 ram mNa requna size,uptpe TJIOnmwmt 13aN s gC"TY Wm eamnm F, R sm.m ee z Ra' Dnamaaes O a O L3 IY.-TNmarsu.na-LSL mew 1 � . x'Dpv z a- Igtdanasam41z0•aRnrtmlzatsa cagy era 4laB'-416r demmersvemw30990W W9°rTrvssLOKEWFm. O ° t3FTamrsvwpeSLmo•w •zwr 1 COLUMN DETAILS U)A.edmmm mwmn.knnwn tlmm e, MZr n�arc� 0)-cmmweng a¢Y mamDan,nml mm pp°y Ip Ne pNer W mhm ned rpm DY Shmnna nos MMe pY mlaw. General NPtan BEAM ON Is namnmm+epeem mM uamn H apmr. COLUMN GP NAILING AT BEARING(FLOOR) O TJWJOlett,B-,gPlme 9quasn Blpckatd TJPJdm B3 'x rr 00 M1wdnrming vnlaew4 Jpm euu� m.menpw+mwom y Ons fOa PnURO'x YI nOYm#M p,^tlg O Uce Blte Bzet One N.,13'x>)�i NMmm Ibnp °��n°mawpn;l;nm wm.mq rR Intith I..atebeadn9a WARNING s spn Qvm with load Dearing Or Jais4 era unsmDla unBl Dmcatl ImemUy O rndewlmmnmgm mkatm andeat ° DrareWchear wall Bncbg NtlWn: p, pert tyz'Inmenq Pmmnmppp0 Em�ndwkis from above •ma.a _ COLUDIN BASE nF,�epn m....em•neR msuppaR°B f�-mi menaM mO m ng O /�•'` •� aMIWJamdl apdratw %-mnmr.quu:a HIION 1\Ate�awp7W✓A/1 9lnm gag+/er.fam+ctlam�.palrm.m pa<dY � OsmimnlnmlinprrM - RM,DTA•Jdrt � OONOT neM m,lwmr DO NOT rwh wldsb DOMmmecb m,gmng r+3i�'/�;�;. t%•TJ-Rim Boma. TJP sag amlahn Tm gdeppnyp�#kmWYadtl / NAYRE uzr0 IR°z wlying fleL mamrlla°n unalrmfned o 11i•TMDnstrend•L]L Dr andmnlDf P.110•x37 O INJURY MAYRE9ULT. Idma Smtl,pNYurw JP rigdmlphE mk,One nmaped aEawn mmpn u°azee°Y dH`e6 La / WARNI1ONOTE9: bmma°rnalli 1 P2 anal Ext-h Deck Ym O]10131•x 97 and Ta•Iw#DanBe 060 U DONmum unn laebNprgpw bratlng oaring epnpndlon wnresugin mripuz Imo.am tmnw rmw Anachmenl Im,m..ror m, eedamm.Dmwr.m.mip%rne gweamm: ELEVATED Tm NO.]]0.ma]BO rm N°my hwN er LleUingr L MSTALLAl10N TIPS uNing wtlmm4q°rm.m mmemaermmm am+egnmtl w COLUMN BA9E One lBa(0.130'x]Jr3 nap 9ueriai eanwlw mil DaPpu°gpprpmlprmanm,mt •it•r LumWWn. I appgtemn+Tn slmmmmwmRYmm/ammevppvpwrymuw i�• mmvm mnUihnm rtal nmmlequeeq um ��rMq eRemmw°rmrermmamnp aeimme•memiuv°mmmasmmaml.lMmene• bgve Den•mlN a Irmvml rpmmmn am�lenvmglmanwmNm#amm apmmn•rAmn.eq. L«wrhn .Sgne Dlacks ena tlp<lun9 mnehmmm minNmmlmF m«•m.e 16' un4 YJm°"^ln mm°n'DwmJlmmmmU�mmm�.amNamema rm em rmw,wrnlmmm•Rfvmrowmp# •a.a•.•• sm.yDn<mglw elmmwna tweet. . wg nr a.rh wrweem.mmrrmam�mmnmmn-wmw.rmrw PROJECT It. BEAMATTACHME at NO mlb.e+(aamih Bl.na Bz}PamMaw mewee hour Aram nmimwm m`ro0M see N10WPBLE 4s�m i14°mn�°'f°.mperyeneM aslpnemw epmrmmlm+wne•pawamv.sYamn. d.d TJl•redlslamlaM gFm+ammb.r+• neeq rmammng maid okt mbmgmars)hnmesutmmna wr•mmrwmm�m 1 (mM Macxmm^ HOLES emna• X^TY Rm BgeNpr br aqua+n[ecmmDbmunp lnn•h - prtceMe lwo� dm•Dnrod ma wad rvam•tnwnWrenm•Tumtmmm>?arn or mgm•m • -.•.e_.. - �m•m +�°�Wr �Qa+mmm�<nlame.IM SERVICE A. _ ::`� tY.'T mrSDanT l9L a Id.tt]-rv�'1 nvn+MNmum aroma:QpBng,semnp.sman0mme<nininB xmapmmaspnmaMwpm m#.Tna mnlenNwwampan Nm •wnmdmak en apuWa m wnbea Daamp Parana) prewmmel emmm mm�mmamape.Wpmaurt wa 6mnvmamiw vn sugmnrn Mom m Me mma m Wrmw ' pv ee +�+parolwm+span Mewtly,pMa m0lm Bea tan mCL cause wont Farmpre MammbmmPn ropn 09 cam O ` ° •.m.eK :t'_�';gpmDavm,Hvnc 'J (� - Mnn`w°,mP:can mmamn�m SHEET gmW On•10a 0.3B'x9]ne a U dM1a W a lnrtaga�bvz Gu4ebL R<v l pAaOaniW n mF'Lgym Mpp�(sw wmip -- dwavprDnm -W,e grtendbeaemarim pt Of mgl•mm I` A Cz AlfA O� YeMaeuwz,MmpBam,PmrOam Tmmrstrvnq TA,All Trm Jwm emr Dmet mermg sppmgd�p arM Rao'Fnmy i.Fg000 Fm Mnhnum tSl^IA .� r,l Y ammrNR ORDId WYpmapvwr NRCmwnl.Pla9nm rnamaq D5 19 1)$dmmmmlmm cad ma uNlmmnveum ma�bg bn +. _ mw.mmm,.mmarTage This sheet is intended as`a supplement to the Weyerhaeuser Installation'6bide for Floor and Roof Framing,TJ-9001,and the Deep Depth Trus Joist TJI Joist Installation Guide,TJ-9006,which should be referenced for additional information. I� 00'T 2 6 I SURVEY OF PROPERTY PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-113-08-06 AREA = 61.404 SF. = 1.4096 ACRES (TO TIE LINE) •DOLPHIN SCALE: 1"-40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. sl OCLPHIN• WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. 51,01 I�M�! 6�o ��y�SFo� TIE LINE ALONG Ltj. pC 4 c S y APPARENT SHORELINE 6 Ig f''n�� .(fir•; jr,c,c, c k j I ` LAND N/F r�'�'c•N� �a m I �� 0p J. SBARRA 30 c� oQ eo �J CONIC. T fLp/ •6'PR MON. •�! POLE ' ME .• 6E REM � �. '-• .„„ �,.. ,,,, „,,. ,,.,, '"7 l,(� O POLE, 1 q \ \ \ µ < OJ OAF o a o 00 / LP O.W.T.C. _ _ 0 s as N ��'.�op �� 1 ✓��/� �F �1V (EXPO J/ n5 5m oP PROPOSED 2 STORY RES LP DRYWELL CALCULATIONS: p PROPOSEDDRIV BUILDING AREA = 3.716 SF. (ROOFED AREAS) / e '� 5.400 SF.Y= 1N�FCNc� 3.716 X 0.167 = 621 CUBIC FEET = 4.654 GALLONS t— ti m as 1N-� LAND N/F o w cN� 32 DEAN ST CORP. INSTALL: Q / ` •.. I Oaov o TWO (2) 8' DIA X 8' DEEP DRYWELL = 2.514 GALLONS EACH o�Q'`Z ae�� .._ . 4,654 GALLONS REOUIRED. 5.028 GALLONS PROVIDED N 62 / �c� ZAo �,' �1PN`! o`JEwn �5� �2 tD.W.) • /Rr�� pP N PEDB GARAGE GARAGE Zp0 RE-BAR POLT ST 1 � POLE • '.X'. ,, r ' Ft1 POLE M PR POLE CA ee. J O m LAND N/F cp G. MAUL POLE O �� O CONC. 1 MON. O J O? NOTE: TOPOGRAPHIC CONTOURS RESULT FROM AN ACTUAL FIELD SURVEY AND REFER TO N.A.V.D. 1988 XX ~ - - '- EXISTING CONTOUR UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A A V LICENSED LAND SURVEYORS SEA'_IS A VIOLATION OF SECTION 7209 =r SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. A ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL OR INKED SEAL SHALL BE CONSIDERED I11). �! OF •Y �O SURVEYED 8 Y TO BE VALID COPIES V! c CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED �vC BA9l� 9,� S T E V E N B A R Y L S K I IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS C-3ADOPTED BY THE N.Y.STATE OF LAND SAID CERTIFICATIONS SHALL RUN OONLYIOTO THE PERSON)ONAL FOR WHOM THE S ROVEY * N.Y.S. L 1 C. No. 0 5 0 4 5 3 IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY P.O. B 0 X 6005 AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING S O U T H A M P T O N. N.Y. 11969 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 4 w L Yi w OCTOBER 19. 2019 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS.IF ANY,ARE NOT SHOWN HEREON. S 050453 \Q', ALL NATURAL FEATURES SHOWN ON SURVEY.INCLUDING BUT NOT LIMITED TO �O CJ\ 10-3-2023: ADD SITE PLAN BLUFF CREST.CLEARING.AND WETLANDS SHOULD BE VERIFIED WITH THE C A ND �.•- 10-24-2023: REVISIONS APPROPRIATE REGULATORY AGENCY. w- 11-27-2023: REVISIONS 3805-P2 PHONE: 531-283-4525 - STEVEN®SBLSPC.COM