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HomeMy WebLinkAbout1000-76.-2-4.1 OFFICE LOCATION: fjf SUUryO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone- 631 765-1938 Southold, NY 11971 coumi LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 14, 2019 Re: LWRP Coastal Consistency Review for ROBERT & JEANNETTE COANE SCTM# 1000-76-2-4.1 ROBERT & JEANNETTE COANE request a Wetland Permit for the existing two-story (1,177sq.ft. footprint) dwelling with attached garage and 260sq.ft. seaward side deck; cantilever the north wall 24" for more living space; the wall modification will run 27 1/2'; and to convert the garage into living space. Located: 1555 Smith Drive, Southold. SCTM# 1000-76-2-4.1 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 on the new submittal and my assessment, the proposed action is recommended as EXEMPT from LWRP CC review pursuant to § 268-3. Definitions: ll. Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area; 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: Damon Hagan, Assistant Town Attorney, Town of Southold RECEIVE F --- LWRP CONSISTENCY ASSESSMENT FORINT JUN ® 7 2019 SouA. INSTRUCTIONS Plan old Town 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, listinz 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# 7� - 1 - �. / PROJECT NAME ,)gierk L��znhel4e 6bgPw- Nzm-e j?eme A The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit, approval, license,certification: 0 Nature and extent of action: Rmcae( The first-floor square footage is 1177 sq ft this includes the garage. The deck square footage is 260 sq ft. Project Description Remodel the first floor of our home to create an open concept living space, have a first-floor master bedroom, and a new and updated kitchen. Our goal is to modify the house to better serve us in our retirement. In order to achieve this,we plan to cantilever the north wall 24", allowing for a kitchen island and provide us with increased cabinet space as well as a larger dining room.This wall modification will run 27%Z'. Also,the project will relocate the kitchen to the north west corner of the house, convert the garage to the master bedroom with en-suite bath and move the laundry to the first floor. Location of action: IS5Y Sm A Pe k,,. Site acreage: V:3 q,Grp Present land use: rem d m 41a Q 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: 2 o b irk t Jea,,Ay\ fie- Come (b) Mailing address: 5 55 5 nn.t A iA Dr• -K\O SSC>Q+ &J11171 (c) Telephone number: Area Code O �'�l- ��Sb- l g G 8 ar 65J--3Z7-,;Z/37 (d) Application number, if any: 1 / Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No N 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, snakes 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 -7�u a�aJP11w�Pa�1 Q Qs /1 t-C� n +kv. .� ur;nt a Asp �,k<I }tyiy Cc-g, �ea& Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LMW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 ,oro � wI yb+ e aana 4-6Ah Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable 7�v llocA am ez V,a w,rnjnk 'tom etcljaA—vA Ajti:o —&io e oOb � � - 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 E:1 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 evaluation criteria. n ❑ ❑ 1-4 Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No lR Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable (f f' � w 4 d 2 S Witj ke r r-rn � c �Unf4a 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. ❑ Ye❑ No® Not Applicable Attach additional sheets if necessary WORDING 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 R 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. ❑ Yes ❑ No 0 Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No�] Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No LXJ Not Applicable PREPARED BY TITLE DATE ,d•` �s r �•3� _ SUFFOLK CO. HEALTH QEPY:A . -R€ VAL ,rfi 1t L FAMILYTDW® LUNG ONLY E°4':S.-- NCO'.i �� -��'•��� ;$lTggQy,K-pOUI�TY LaFA7,'j�H.DEPARTMEN� t j !1 E REF. The.s`era ® "dispdsal Find~water, supply-` ' MAY 1 . 2019 ,faoilitie§',for:,,,this=lobation have been ; 11 1,pectey, tfiis, department Find found SoLitholdTcian STATEMENT-OF 14�T�Pd , tio:be;sat,i_s�'aetory'. � _ Board-of — �� ,>� PROPS -r. '7")-' THE WATER-SUPPLY AND SEtN/�GE�DISi?OSAL SYSTEMS FOR' TI4fS- WES.;DENCE WILL _ = w•'`'`� Chief'oP�Ge� eral"ErigineeTing � ..---•'-3"-�-- -�" +..��1��'�-'�''r�" ,"'=•�.� � - " - -CONFORM TO` THE STANDARDS OF THE . - - - - - - Services - - `^��-~~ ' r sue=FOL o. DEPT'. .o LTKSEr -v_I.CES. SUFFOLK COUNTY DEFT;'" OF ` 1-!EALItH SE R V I O E S• — ' -OR A'F'PF:01/A L OF CG3NSTRCJCTIOM'oltR¢.Y DATE; - ~� _ J-'- �� ��a � �••., � " � 1 H. S. REF. NO_ 14 SUFFOLK CO'.7'AX,MA!' I�3ESiGP�r4TlC�i�9: DIST. SECT. B9QCfC FCL. - •:°.: ;.�.`.•. 1,;.1. �� om.Cy,�``^ �;.•, ea ! 1 L7 — 67?'��1 /G�� �w #19 ?� ! OWNERS ADDRESS: 5. 7/��5'l��':F, ti• - Y.10� ' .� � }(,`��j � \ fl � - �(.f..'���2/�` ' _ �j_e`er - - _ _• __ '.i '-I,'. - J;.•i+, •✓ _ J '1 V \F �/ },�p� s/� �,+y� /�}y (gyp ,L (�•fi1✓ � i•�}' i F C/( /4�/a—-1915" �7 Ljai G - r • - 1 a, ���;�L:�+,1 ,TTC^6'. - '':.�5••�� �5 O i ! \ � - - ) H DEED: L. j ,r ur, riN,. n.v.:` '; _ `1 ^• i _ c�` •C C�_---_ _ __ — y, TEST r.1F: �;++, {�:> :� ,� -'T' 1�.�,�t.+�,� � � i- i _��`�•"'f+tF, i•m��i�wi�Th S°2"r ._ s�o/Kl� yrr i„i:,r x rn-'a .,P J� fir,..�.-y - . . 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IA P+'1 l9 121, r1 `�. �•1`�. g Oa `0 g `'%• O )s � np�??` $ TS 9` ``�� Td �O``•`�`aq .vnn.e /�'� 2,4'a ,y `� g � 119 `.. • aM � ` •� �g w`zYY` YB � `�, ,zi d QQ' '+r V,'� T41� 1y' 214 iJ 9J0 iy �� �� •1 � 11 / a `�`c 3`� ��`, � grr v •� p a 1 _ `Z1303 i 29 Y•9 r `,1`.�2j h . M ,ap d Z. • - ��p '•o 181 � ��) 1 •9� 0 � a A%) i 6 ''r - I E (21) —.-- NOTICE uwlr, COUNTY OF SUFFOLK x °F SOUTHOLD SECTION NO GE 6.r. _ _ ,•, _^^� °'+ Real Property Tax Service Agency v �E DF �jc U 1. --_ ��f s• I,,. --- ^ter'• --"-- yay�-- .-- �� nDx ss ov�o County Cenbt RheTeaE,NT119D1 M </`r\0']6/,^$�/7 iRiCT xD U/O zlam•u1 wxsTRnDE.�xer D ©*D.10 wr F V 1000 PROPERTY MAP PLAN , CONTENTS: -- -OCCUPANCY CLASSIFICATION R3 RQIDENTIAL WIND FIRMING NOTES GENERAL NOTES BUILDINQ* USE DWELLING 4 RIDGE-TIDaWFER ASSBABLY.- 14WX209WP*WshdboWadhodboohp*dmimln 000 IN 1 10,l0bb 3A. BUILDING HEIGHT ~ncollarlbleuvedInleu de ddp*q6ftwjnb@rd10dcannon nds Cagtited TOTAL SO, FT. OF CONSTRUCTION CONSTRUCTION NOTES: in each and of tto ooW ft road rat emmed to lobulated nurnber dad neft In ft slimp. A PRESCRIPTIVE AS PER 2016UNIFMCOMSSUPPUMMAND n RAFTER-TOWALLASOEMBLY: DESIGN CRITERIA 201! FRA42 SO 5 ICC MOD M delek k*Wded a III owalruclion SM.rd 6 WbOAft E CONSTRUCTION MANUAL mb,neft wtM ft ed d consbudion do=n b basic doom LAWS11huni wW~vdwvwcft FRAMING ELEMENTS AS PER FLOOR PLANS. CROSS SECTION AND OENERAL NOTES for9mmally Men' pr 110, SOMITIlloncey0mutNaw Yak aooadanoatoMb&&VWmaid*ortmdonotfalink*wM"bdoKrd%m EXT. BALCONIES 40 a 1111110,buAkck"v GenerdCombeMbNeW 10—t-forpro" I, I ortumnsholibe &A lollowdlopplaband the welliloppleled0be Hip' , b linift dmckr* ftbftWAvkjdwMupMng do Rook amloo ftmiodd0offthfift DECKS 40 Owalruellon R andproced~0 van a POISISIonelly shell be earwrnled with upM oothrwrtarte In aoeordernoervltt loble 3,30. ATTICS w/o STORAGE 10 sound SM a wedtwrxvar Gonhpbele0 product ATTICS w/ STORAGE 70 4 The as""00nifeclor b tr ansing q ftl d wok aid conalruc5on u WALL-TOWALL ASSBABLY: gmqlj^n� . Well slude above and sluds below a ftor level Shell be 0 1 with WM- in DESIGN LOAD CALCULATIONS nhelkimmillid & delikowt/andlocaloodskodko wed Adww 611cROOF (GROUND SNOW LOAD) 25 nq (LIVE LOADS PSP)%Al now woovd�lml volelftM"m walleludedxxothrotidimlinavMvItuftbelow.ft ROOMS (OTHER THAN SLEEPING) 40 Thevecodeauslobang Me So Offt1l) C11110,001 trtb duclodelbe0ftim' lO**Onv"O1 Ih ROOMS (SLEEPING) shouldbeednedlorvengh the plen. e000rdwtoe war table&3. 30 STAIRS 40 nDlinenelm shallisle 41 WALLASSBIBLY TO FCXJNDkTKgt GUARDRAILS ANY D(RECTION� 200 (DO NOT SCALFE Fjdwdnude qhdbS-m& wel lototuindellorkset phlox orbottom piece v&tW EXPOSURE CATA�ORY 4}The _W loffim 11 ft"vilalon and warm no top swele"powhaves 'drinun w-bans of7kdmln an ON@ wlh low pW*,nor ruponsibIV for b2dift Wd .1511id In w�wy block bjxhftw.or WMW under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION Wkwak or Ix edsh/ ft lime end n�'h accedence wft tft&3b.When sled dkWe we lopped under tee (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PApreowtare GE 11 for 1halle pkft3LvhSCp"L_1MS am PrOWFOWN Ell we!ftwoklb"we no NAILING SCHEDULE E GEN RA NnTr PA-- apeclftunw; e101or ZwkiftundI1111009I)IMM spoftlelobespeoedand eftdin-00C, [Oil '10lobi 3.26.1n41121' 11081118ft, dh 1 wo 6-120 pi *w1wendol'181110511mandid EGRESS-- SEE' FLOOR PLANS AND WINDOW SCHEDULE COMSM �D Ym. FIRE PROTECTION SEE FLOOR PLANS 4 TYPE I SM9WR SHEARWALL CONINEMN& (SMOKE & CO2 DETECTORS) 47hea nINSIS Typo - do ',r~wShvAsnftnm of VIS Inch wood stuckAil penel an fteate or ones*mwwb*vo% TRUSS DESIG N/A. - STA DARD STICK FRAME CONSTRUCTION N gom war ad mmm robe fromdtopeneloftemand lrocL)nftW and 112kIchopump memo onlielftloi thidimIlIh5dowwasbatrolatwo ENERGY CALCULATIONS RESCHECK 4.6.3 n"ThaGenerd0onbaclorklDr, 1001tWOMMIlordbu"llow abegandl(rominthe fleldshollbeln wr oAftlerq1hrequhmutt special Such ft bode@$@$,011010ft PlIft,dookI6 Wei SM- In table 3.150. 4 V"lood revdrerwh1 "be Ween Inlo Somot*Rft COMINUCII1110M n 7M n EXTERIOR&MARINAMCONNECTIM& T"3.1 Naft Module(Wood RWIDd CwAmdm MOM1811 2W5,POM 149 and 193) FOUNDATION NOTES: Two N aderkm Anw-ga vWmWftn*&enw .0 Mno SOAMWd b* 0 In Wft 3.1& Nurr6wof 0) i�rvaGonardro "OP', and-11I lomwphm imp deliftendnaftilo Comm ft Nab 40 fa. d"mine wondiedhw*afrAdd- ftWeloveloploslivade, 4%T9WR SlEARWAILL CONNECTION& JMD89cripft N& wmwof T.,pacll, Allow" aidewst brqft pmvided In table 3.14 dull be panrrlMd b bs kreroaeed when: ROOF NAIUNG 2� All kallng-tnot an WdMAW(**)SOLAR III Ibwft30WW Int kx ahearwatS aA used.SteeehMhp and martectorte011011bel"1000 d@1 PIN Wl1h 24.42 and 2-24 vW0dlv* Rafter 10 Top Plate(Too-ralled) 3-8d 3-8d per raw 3}Pv A tri"v;w ieki,joint oft bilwev cc a 0 WOW end Sbuldhil Cearla Joist 10 Top Pkb(TOO-Ind" 3-8d 3-8d perw MM kn or�vywdscaxll Inewfink or ed In coNNECTKM AROUND EXTERIOR WALL OPENNO& Bear mWo wW*)r Oft oorxteciborhre steal beld I s0upROOMMshort in e000rdethos cerc Joist io par"Ratter(Face-wed) 5-16d 5-16d samiep 4}Any naw oonmabl wellobft aelacod loesti ilftan em *OWMe&5.%%ftwolphbe"bohate sled caumcb In aocadertoe vftbft Wrq Joist Lap Ow ftftM(Face 4*K 5-18d 5-16d each lap be. 1111 #4 m4w,lam Ione at 12'aa..Use appravvdawforki lalloom &S. CoW Tle to RdK(Tw4EW 2-10d 2-10d per tie 5}Urtbeee oftawloe mbd,d slebe an Weft t to 2600 poi_Conmft b be CAMMIRAIL CELM ASSBABLY. ModdrV In Rem(Too neW 2-8d 2-10d each end ta 'orad on4kOtftswWorPratt fie nth&dwfmmelt i@6hrab 11&101211111110 a Mp is lo be used as a shoo rd been,to @Am "elftrbenolcl and Rim Dowd In Rerff PWNmW . 2-16d 3.164 each aid t ben**ut 3-1/2 Inch fide wida ontop ottotgernoriii1o"m e*1m*dbedhdwdloe@cIhIWJ1VAVW 0 atony ftopen cWbVpet c(ftlNdft On insm"a to loft rifle and was*M be be W&L FRAMING 6}CMA Spaces ID In p ads awhnioundeson vortforemy 150 sq-tal'oes. Top Plate lo Top ftb(Few-W" 2-16d(1) 2-16d(1) perloot Ott 40orrp"dexl0knoffix ' M' 1*0b%xr*v=oOSftWpvr Id 8406 of — DECK AND COVERED PORCH NOTES: TOP Pkb$at ftbrseftft F"lid" 4-15d S.-18d Oft-Godi'" M N.Y.B.Reddertasl ConatuAmOode.Aginlirl Of. I 11ft"be oppW over 4 Urdw c derwNe noted,all*Mft i NO 10 be#1 ACQ Preseure Cnrettd lurnber. Stud 10 SWbe TWO 4OW 2-16d 2-16d Wot 43 AM hiews !wWo ard soda 110 pMntmd or 1, 1 1 ". tiobdowWadepardOnotesderb welleplorlo;;;W Header b1 Me&(Few 4mkd) 16d 16d VrozabVedM .1. n Dmhw"=per osteon RW5oftLY.&PAddonWcorabuctat Cods, Girdwafor deck joleftlobe bolledloeach poet w1h weshm And mft 0. ---Ghdom an mn w 1 pkmsW besida vft pow feel---- com e andix FRAMING NOTES Mho m P.Nom wm a winax. ine cm x r"enteron bask w1h wohm and null TOP or 1301M Mb ID SW POW4 3-16d 2-4W WdA __4 pq I M A n 1}M tom" pnealpfw dedpal`2MS 3}Pods vjp""0rdSr$"b*@ndNx 1081mrx1reft- looft !fin Wood F'<eninp 0on*uOftMffNSI- floe amftmniircftxrwrap uodabolt*Owmtwsand nolo.FOO OW be 3 1 below Weds.Concrem pies be acedwth d pwdnWdwb w1h male or perguwL 2�tJnlMcdwwbSnOh4dlh111* &WSbuftdWOOd nvWW11bb*#2+ffT1R. or Bkxft(FOoOkIled)l 2.led(1,2) 2-i6d(IM per tat Dottploa Fir. 4aeck)*ftt;hmbk,rm elan ori.. Boftwn plift to Floor Joist:BW Joint,EM W nobd 4A.,01nRin oflOinchledi vWbeinvialledbeh" ftbulkhMarkIledger. FLOOR FRAMING - CA" I Ledgerb be itaterhed ibbiAM gwMVrdLboft*M-v@Ww aWmb Joist ID SI1,T0P Mile,Or ONK -8d(TOO 41110W 4 4-10d Perim 4} where�Agri!I Nd9InQtoJoW(rW4WW 2-8d 2-10d such end 44" Unless A Oss noted,all h 1 1 g leas ho h lo be M 2KIC 02+ffM Doug.ft. mocift to im gw4wlsip 2-6d 2-10d each OW g i eat haefte lo here M I&*etude at M U lenglh elude an each Side d ON qConcre6phnoWbeaniinun frabmwede. Uj opwrI i.VL headers fA)haw Mjack sada and P)UbrOaloft O"each aloe cf ftdft In S1 or Top Plate(Tombd) 3-'16d 4-16d each Nocic opr>Mpa Owl wdwbKb.wsat dial sloe have p)vAdew s5pbftder 2A%vd , nA1jobb;tbevjppoftd*1MhwVmand vndKp Each Jakether deo bearmhomd Ledger ft to Bm(Facmlallmd) 3-16d 4-16d ee0joist ;- I a-between gI 44 and n and M Wr top—W batwaeen— -9.provide fire to odff(4 OW 1hill A 1 0 WIM apploew JoistonU*W ID BOOM(TOWW" 3-8d 3-10d perjaw 4AIltAhlbeimnalliaeft lobs' 11,11 vM tool 64 9**6111d Covered P40*shell brew w4led-and an0vtod to we manner So a Wical bullft. BMW Joist to Jold PW-rialled) 3-16d 4-16d Perim ata q*111c"fadoonneM Oft PLUMBING NOTES BaW Jold to SM or Top PW(Tobaftd) 2.16d(1) 3-10d (1) pertot 6=DMft upioerjoiSis undervablIm run pmNio tholloorJoKend under beftft 11}M wder 04*,dmkWW end vwft b bel as W N.Y.&ReddenN ROOF SHEATHING jotwomm do'., 1A 1 "be vwftdfor plOWIced amps*W*S0 110110d cormiruclion 00de. ftftrW Panels(SM Nabs 4,5 XXI 6) on plens. 2}v**awk wpbm we the Eivinm trwak C ft Hsdm Dwwwat awavat Inbft Z" 6d 10d 6'edge/17 field I 8d 10d 6-edge, 6"' fw A b1c d*gt kbh q in gm jolele at'n ore..Use add Waft In fibor jobla 3}1 Wd*Rik plates ar'M*we 04 out --lbranyplurdft " WoNk PeriMeler E*Zone under d boeft walls, provide adequate bmft and PWO to Aiftme.Vvlly w1h to Goo EM RIM with up ID I'Reke Overt" Od 10d dole cob WW ntar>ubtoaxs's reoatanehebaaae 1brnnIhwhole alas end"ftW"ftd. CEILNG S1f.ATI-104 WAC SYSTEM NOTES 4Un1@g&nd-- an ivoled.all rode end waft 6)haw a minims j1rbilk,4j*FltMeeheicailod aII& "I oodesend end* 5d coolers 5d coo 709*11Crfield CM(alpimohne ck grub oywoo&Plywood l000verover plates and headers. WALL SHEATHING iqthaa e afhwwba nol@duse 3WtdckTata PT!8fir OrM 1lSdPVWOOdSd&Or 4HYACvubcw&vdor Ie1ot*j1,gm dhwlmdrfl%rndft&Wmq*wwftv&ft Structural Pvids(See'Nobs 1,Z and 3) Od iOd 'Ir edge/17 field ado WthP1.400odado vIdgwome b loorIMLAid ld fmlobeh K#p"Snt APAW. 5d c0oW 5d PAN I re*mcwfield n HVAC sub t epw*v&�Claws waft end 11}MbONm imftlohm VrN*ff1OI$hx94 cortaw Wd owlet for find mvw and 413MVIL ex+0 g and ovvr1rnmIbhaw&V1ftIhp*-xW let m*A11other PS01001blill 0 lohave repler Vrelivel apir Alwallobbe loped end L ELECTRICAL NOTES: FLOOR SWATHM 11 AY 1 3 2019 lobel hdo as per N.Y.&Reddmdd Consbuclon Code. -4 Paradeiftenks,11tWillerbankmor I�Al ler opp a a equal,ft rb*00 be spOW vft a FbWVW baso d"wM In 16orless fW 10d Ir edge 1120 W h dam a 2}AN 111 work IM to SM by a*011110 LW*v~. lorc "Simi j4#jset paloestd wood lnrm lactwMh oahcnaie lobe pountwied.Std PISISS 10 3}kidd Anoka dalecbrsand Cotbonlilommkisd lim"'m frouph&Amper 8317 (1)Nall requirmerIts am based an wall Aeafft m5W(r W-Celft at the P"edge. Ahrrdb reit xMdules The I or N.Y.S.Rooldenlial Coniftetion Code. be used wherewd**Oft re I$reduced. Fora mpte,Nwdolledi i8ndW3ir1dftW-cWWatftpanel edge to obtain W dw.capadfte,ra"re*effwft for strucluM mwftm&A be doWN,or dtmft corInedn drill to used b tnebbin load path. (2)ftwd Wiseff kV WIM 4 fed rime comers,ft brW 0*zom afthnert rephawtsaholl be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS MTebuIa!ad12kxho.Qne1sp@&VWWWWdsIWd* &%dWbsWhMkVl=Th01 MMOA<134 A 'Oft WP of to roof,Including 4 fed an each ft d to rodpeek,ft 4 foot Wind Seismic Weetwift Frost Ufm Termite Decay Wither Barrier Flood Hazards (4) F;Drfoddwd* %1ft4W0fftrp00 &0Urld Snow parimeWwla otiaftw re#waft"be,teed. Load SPOW DOO Design erlarwrlt (5)Tabulated'12 Ir ch 0I M11 4NX*V ONIM Md dvldft ObdW ID fe"I is hi 1111011 with 13>101A.For Ukvd spm*V Ad be reduced b 0 hdm o.c. Moderato SW to 94x-r V. "Marto.Wth 4.42<134.49,ft nd! 25 P51' 140 mph 8 Sevem 36 In. 15T Yes Is 1`190A which hn3bft shiest load 10 Mo BMW Mtn(3 rags In to Heavy Moderate, (6)For wird speeds POW VW'130 mph,Moddno M For OW&P"MVI !&.qlbwrmhdgbepemftdiobesubdwwfor common rah. ....... .... ...... .. . ............'J N O� .-4 _. . _- .- _.... _ ....._ ....._....::...... . . . ....._-..... ._......_....... . • V Y '� � CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS co v V4 ONN CTiON LOCAAON: PART NUMBER: NO c RIDGE-TO-RAFTIE LSTA24 APPLY TO EACH PAIR OF RAFTERS ' N RAFTER—TO—wALL RT20 APPLY TO EACH RAFTER. RAFTER-TO-PLATE RTI 5 APPLY TO EACH RAFTER USE YtTH SPTH4 CONNE TOR NOTCHED RAFTER PLATE-TO- RAFTER WA _STUD SPTH4 APPLY TO EACH WALL MD o+ RIDGE 2ND. FLOOR WALL-TO-IST. FLOOR W.4 KLFTA OR MSTA36 APPLY TO EA WALL D . RIDt� � HEADER—TO—JACK• STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE L TVD SHEAR WALL HOt.ODOWRANCHOR ADS5 APPLY TOE A 1ST. FLOOR—UNDER—c-111. PLATE MSTA36 OR RS16—R WRAP UNDER DOUM.E SILL PLACE USE WTH 3" A 1a S • s t�T!c FoUVj .���Si oR tCP 'a lA'�10�! T�0 tJPLN�'r l:Q��. .� VFW POLL0�41 to RAFTER - PROVIDE 112"sPACnNc s . BETWEEN THE END STUDANdM AND THE 2 OTHER STUDS �t.T � o%, N.t -0 Fri:ALLOWING coRNER sTUD " •"t •'""' V RAFTER HOLDDOWN INSTALLATION , • TO TRAd SM EM w►e�r* TM troc FASTEN WITH 2 16d TOP PLATE ( 1 •uw►NTO _ uroc Comm NAILS a es O.C. V TOP PLATE .� , , W"M' nETcra�amaa. " a•oc • WALL STUD SIDEWALL .,ENOWALL 3d . oc. Q N WALL STUD p 1 s Mum s VM4 2ND.FLOOR WALL STUD KNO 0- so 2ND.FLOOR PLATE C STW w SUMWR BOARD WOO D Jm=w FM M.00KM WOOD JOw 1ST. FLOOR TOP PLATS JAONc 8 GIRDERIHSADER W000 o ER Wo JONST _ Isr FLOW WALL,STUD MAY 1 -3 2019 1ST. FLOOR WALLSTUD 1ST.FL6M PLATE _ ..__ . ... . SWROOR SNJ` GAIRMT WALL STUD •,' BOARD � I TERI��ITE WALL STUD Boll PLATE SOT=PLATE Std FLOOR DOL43LE SILL PLATE D13L.sti PLATES BATHTUS DotUCLE (TO OVERLAP JOTS) . 00tr.4LE JOIST FOLNMTION WALL ., ., y t=��Uc�Atlo�r WALL - , , . tV lt'? O� WIND RESISTANT CONSTRUCTION CONNECTORS- DECK ONNECTORS-DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES 4x4 POST TO FOOTING ANCHOR PAU44 OR W 1 7" ANCHOR 8 LT CL V 66 POST TO FOOTING A CHOROrl PAU66 OR WE66 AU66: USE w MIN. 1 IA. x 7" ANCHOR B LT S .'- 44 POST TO GIR ER HEADER ERS44 PBSE44 K 44 USE ONE TYPE FOR EACH POST 100 � 6x6 POST TO GIRDER HEADER PBS66 PBSE66 Z KC66 USE ONE TYPE FOR EACH POST 4 P -� CQ RAFTERSTAIR STRINGER CONNECTION __....TMU26 OR MPA1 USE ON EACH STRINGER ! N RAFTER/jOIST TO HEADER TY W RT -USE FOR EACH RAFTER = O M RAFTER TO LEDGER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY a 1Z RAFTS 1WHERE TMU26 CAN NOT BE USED LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. C FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT;i� .LOAD CAPACITY. .0 RIDGE HEADER °1 Table 3.1 NdN Schedule(Wood Framed Canebucft IVINMi 2015,PAM 149 and 193) V) RAFTER Number ofNumber a In "d Dm#ft Bar Nail ROOF NAILING Rder'toTop Ptale(Toe-naffed) 3-8d 3-8d per raw TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION 'I0bY0pQR0e'' 3-8d 3-8dperlm Caft JJbt b Parallel Ree(Face-Haled) 5-t6d 5-16d each lop Ceft Lope Over Portf'3 m(Fede-waled) 5-16d 5_16d each lop Color Tie b Rehr(Tce"Illso 2-10d 2-10d porta BtocIdng to Raper(Toe nam 2-8d 2-104 sech end STAIR TR E A Ram Board b Reflor 2-16d 3-10d each end I �Q1 GIRDER/H F A D E WALLFRAMING 4 RIM BOAR Top Plale b Tap Plata(Face.walK 2-16d(1) 2.16d(1) per foot POST Top PAN at Mldrilcl m(Face-riallod) 4.16d 5-16d joh is-each Bide POST/C O L U M °° S T R i N G E Slud b$kW(Face'rw54 2-lea 2.16d _24'oA � °° Header to Header(Face-no" 16d 1ed 16.0.6.elang edges RIM/DECK JOI ° Top or Bat4orn Piote b Stud(End Naked) 3-16d 2.404 per stud 4w C ° STRLNGER TO DECK f PORCH CONNECTION � GIRDER/HEADER TO POST/COLUMN CONNECTION �. Bohom P1W b Floor Jolst,Bend Joist,End joW or Moddng(Faoe-Neiied) 2.164(12) 2-16d(12) I per foot POST TO DECK(PORCH CONNECTION FLOOR FRAMING Joist b SM.Top Plate or Order(Too-waled) 4-8d 4-10d perjold Brkigkp to Joist(Tae-need) 2-8d 2-10d each end Blod"to Jolot(Toe-mated) 2-8d .2-10d each and Blod ft to SM or Top Plate(Toe4iftd) 3-16d 4.16d each NO& I e Ledger Strip to Boom(Face ria led) 3-16d 4.16d each joist JOW on Ledger to Beam(Toe waled) 3-8d 3-110d perjoid GIRDER/HEAD:--R— Bend JOW to Jaid(Encu" 3-16d 4-10d parjoid L. N Bend JoW b SNI orTop Plata(Toe-oled) 2-16d(1) 3.10d (1) perrioot Q 1 GIRDER/HEADER— 4" o JOIST ROM SHEATHING POST/COLUMN , d ) MVCbVA ftels(See NOW t Inww?one .8d 10d @'edge f 12 field POST/COLUMZofe sada �o�a 61 16,field i Gable Enid Rase whh up to 1 Rake Ovartfang N GIRDER/HEADER CEILING SWATHING C � Gypsum WeRioerd 5d coolers 5d coolers r edge!14'flak! WALL SHEATHING i slruc bxW PwwWSee Nolee 1,2,end 3) 8d 10d r edge/1r head Uj GIRDER(HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO _DST./COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION GypsumWa�oerd 5dagoiers 5do4mv redge110'flekf FLOOR SHEATHING Stuc4ural Paros 1'or less 8d 10d r edge 112'field (1)Ndng reWhmenls am besed on well dwiNng naled e'on*Wwat ft peneledge. All wets naling schedules shall be used where wsi;heating ne6ng Is reduced. For euatrrtpie,ifwet dieeft is riled 3 kdm on-o rW at two panel edge to ob taln higher shear capedties,nalling requterner b for druc hrrol members aha{be+doubled,oralkwi ata conImolora shat GIRDER be used b marMn bad pati. (2)Forwai dteattttg wtlhan 4 feet of tie oomers,the fourfoot sedge zona ataotm tt mquterrlenfs shallbe used. ° - POST (3)Tat aft 12 kith o.a not spadrg assures wet site tV efbad,ad b stud hrrctg rrier,6m with 0.42<G<0A9. ' 4 (4) For roof da titre wlfilrr 4(Bet of tie pe i=W edge o(to coat k dudtrg 4 feet on each We of to ma peak,the 4 foot WOOD JOI S perinhehmmabchmentrequt+emerit>satreilbe used. T4 (5)Teti ditd 12 inch o c nal spactg eeeunes mast mdkL g attached b mftjftuee iramtng members with GNiA6.Fw y GIRDER/HEAD E f�rg rr wbm%M<0.42<W.49,tre nd spaulrig sh ll be reduced to 6 Inches o.c. CONCRETE PIE >°�- 12"x12"x12" CONCRETE FOOT -V, ° (B)For � omw#m13On�, k M"t �bM �t2�ln WOOD J OI S M c&wiw penes siring,g*mbed bout nate*W be pennW b be mftkAed forcm,v,ai nate. t"v Y POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: -- -�---; - - `" 1 unb«ctmw n taled,d ean*V rrAwW to bs tl AOQ p own i 1 11 kmftw. JOIST FRAMING FLUSH WITH GIRDER/HEADER 2rswr,w In onwdowhor.bee iaorw n.,a.el. GIRDER TO CONCRETE PIER CONNECTION °ad�da.*>*bb.roueoda bmahp orpW omwadw wdmrL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA nbw w°0f10"",�n. ,fra'"o�s.na lea� ft ' MAY 13 2019 si.Pods«ipporMnp Odm*d be:nrana b a 12M2' ?dit cmcrde r m ft Ground Snow Wind Setarriic WeaeverIng Frost tine Teffnke Decay Wnter ce Senior Flood Hazards uss s mWnn Vr dIa x r bronncc wiaxx bac wrrh washes and mtL Fcoer>p>r srtd _...... _ F_... .,y Load $peed Design ndedayment b.s tt below sr.a. Ctkdsn waFi roost shat haus 12'cis soncrw glen 2 bsbw goads.. Tin . ulred 25 pef 140 mph B Severe 36 in. 4}o«*f ow b n.w bir>ddr>r at • b Heavy Moddeeraate 15 F Yes 5 "'b be l 11ii+ow io ou�v&vrr baerr�nw.erne ' at 16-as 4 cmmvb plan shd be s..i mu..ir man ends. ? bMal.b be supported wM hripnrs rid rix Each JW de Mw b0 nedv 4 tawwW Roos 00 be smwnbW and rtchwed tits wets nrs m n a typM M tip. - 1684— r ' LO I W r���JCa i�i SC•I--I�t�Jt...�• �- WIIVii� CL �.1 t�t -•��' �J T6Q P V NO Y 1 PI �C4 5cyw r}� .sx � • O� LU r�4 21 C41 D LO YZ . ,l J-L W+ k mat ' ,� z4Z r _.-_.._.._ ...._..._._____.__.-_. _._—___ ____.•. _ __. __.-_ _.._. _.__a ..___.__ _... _ ___ t N . -_, 141c m 5 1 A�1 f'% '�i r ,• `!.I feu'` i�� 2,a„ _.__..._.._.__....__.._.._..., _._ - _-.. ..__ -- _ _ -_ _ _ _ _ - — _. _ _ _ __ ".. . .—' l. _ , of %O Z44 '2-2 CJS�9• � t S r � T1.J• CX4lO "t7d21® li � i ' U /5! g " '` ' '— ?`'. `2 i • L�/ ,/j G�! ,Q N t" —_ GI I ' — J . 4,r I r `�— _ /� X°r /2 t�ljCi,��' ► �� -' 4''xa LVA. (- S ! jo O! i - ..:....,.---_,.....�.._... 1 ( O ! 4 �a, ` �.''t,j� _„�„J.A ?[ `!•'_ 1^/>P- .... ,,,. �!/�' ! �^ ]F^' `� I t 2-OD PL 2- Q)<4VQT I. . RXIII FIT-) '��-^' , tl � i) �i� r'�-� _._.,_.•.__..,._..._.,..._.._�_,..__.... ' - i t' ..._-- +`�— J-•- _'li �^'� 31 .. 3 Po�k'll� ` _ _ .i; v�t_u��c f~Y'�- � 3 Y _ 3 Z /�' ► r -r, i_.-------- — — — � � r „ �� I�� 1i !i I S 1 U 1 to I PACT T h? 2 2u�+';�`y 2 a " _..._ _ _. ! _ _ ___._-•-__r.....______ �� I%2 ' R I j .-; •rp1 z.;, V", LA 1Z _ y 1 ` �' � •/y ZQb • _ I I `I h t( r �F � , I p _,__moi , � � � ��� f �• � �`=' ,�,� 2" ��' � ,, r�'i �i t► � �' � r d : �+)r., :'ti',,�C'.�""'y� 's.:•• � I ♦ 1 �� _ k f oil i U I { 1 t , ► L _ _ P 2 n 1 - g itl __....... - - _......_ A j f GC� t;*✓ � t�'� :. ,;:. ,:;;:'7 4 r r-,�4'1R USW >Y 5Ac�ro� ,...... •.�w.. P ' . -�?�� .� _ .tom d�fJ � ,��, --..�-__— . � ► e �x - 5164to� ; MAY 1 3 2019 5;,o 1 N O� z fi (SI Fitxrr-- �JiTH PBW I G,t✓ t✓L To off z4,� 1 c7 E�C61 E�of /;�x F-- 1"t r SQL+ CeI F � APP- i r,--D 04S R MY A.L.0 64 96K e v .0 25UL5 SCP RIS-3PIK16L MIN •CCp I�lc?LF- L ING 2-xCn" Lr.I L! kiCA J61-5 t F-4q it c � W (flG S w(tfit� tAL� /L L«t 'S(J m�,ei 7"A�'E `PtSCI L� � Z f p ! CXtlT• 4A 2 xO 121h p bap � I zoo r�L���L ��� ►D KI(L4In �o Lm 6 LL SSI-' TWHI� -N t t L P y rr 4-- �1' tV } to Ifo,�J� bap � -+'21 LL.T�b N' �1 �� �� t � �e a L � 1 G�' Q M V 4q zX)n F�jo�� 2�cC� tz z dc� o� r• t �► �,} �� Ltt �-�! �Enk � M�_.a_. .,_._� �G 2u►o � 'X t/2 LVLT."_ �,,� r r ,O • I ���� Imo' 1 rJ U .rtv Mtn! ► I!d 4: i a U17-9 z- g'r�Q t 3/2 k 11�g C'hL W. 4 4>49 MIN r 11 ft , 1 � r�_x_�_�� 11.G r D,(,i, � 2X '. /lfo fJt✓ 2x 10 f> 4!0 4!0LLUI '' �l► 32X12 r UE4ET GAG, (✓/ jJ/4(C�(��j°��..cU. mrri�. �c.c '�� UtJv, �'` '� i a w i Gs OA y4 24 p 3 1 1 i • 115,55 ItHITH Nle, 'mac •rHol.p I 0� i MAY 1 3 2019 ' � | 3 ! � . / � / � � ' � . / { � � ^ / �J � - �-/�� ' � � -------�rx-------'--------- -----�~''--------- 14 wl zx�vl � � ^ � ' � � . � 44114 1�� Z4 iU137 � � � � ^-- rl-4LU-,, W4jt ' f � ^ ' NEW b 'Wit � i | ` ' � � � . 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