Loading...
HomeMy WebLinkAbout45881-Z xz: - 4`o��SUFFocKco� Town of Southold 3/20/2022 P.O.Box 1179 1E 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42931 Date: 3/20/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 645 Glen Ct., Cutchogue SCTM#: 473889 See/Block/Lot: 83.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2021 pursuant to which Building Permit No. 45881 dated 3/4/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations, including finished basement with bathroom to existing single-family dwelling as applied for The certificate is issued to Sapollnik,Adrian&Acharya,Sheena of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45881 12/20/2021 PLUMBERS CERTIFICATION DATED 2/10/2022 Jas Ppkne Kumbing&#ating Au o 'ze ignature ©�SufFel�coG TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE " �aAll SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON.THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45881 Date: 3/4/2021 Permission is hereby granted to: Vangi, Antonio PO BOX 448 Cutchogue, NY 11935 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 645 Glen Ct., Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-7 Pursuant to application dated 2/8/2021 and approved by the Building Inspector. To expire on 9/3/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $649.60 CO-ALTERATION TO DWELLING $50.00 Total: $699.60 Building Inspector OF SO!/,*g®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • a@ roper.riche rt(aD-town.southoId.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Antonio Vangi (Sheen Acharya) Address: 645 Glen Ct City: Cutchogue St: New York Zip: 11935 Building Permit#: 45881 Section: 83 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 71 Ceiling Fixtures 25 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 16 Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt 4 Recessed Fixtures 15 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS 11 Other Equipment: 4-smoke detectors, 1-CO detector, 1-combination smoke / co detector, 4-single receptacles(laundry),electric oven, 1-kitchen exhaust fan,4-bath fans,2-paddle fans,3-vanity lights, 16 ARC fault circuit breakers, Notes: 2-combination GFCI/ARC fault circuit breakers Inspector Signature: Date: December 20 2021 81-Cert Electrical Compliance Form.xls zr town Full°Annex 7e sPtuyac(63L)76 -18U2 5475 Mm it ii a&d 00,01)763-4502 P4.B6i:i79 sdU1thO1d r4 11971-tq5 B.10TI DINGD'13PA.RTMNJ TOW OF�lD "3�IC�LII r P41 CAT'TO,'K 3urldtit�permit " �c�°#ify�i�t th�.s�slde�u�+�it�:th�`•►�at�.sugaplY sy�m cvnt�ins'Ie fih 2/19 c►f l°�o lean. ` �n F Svvrn ta.:hsf�re ane; �s L ay Notary NMI `` t J County iz OSA LAMB � tNev�+Yo�fc �lotary Public, State of 001 LA6179883 Qualified in Suffolk County , 4 31 20 .E Term Expires December _ _ V .J �r FEB 1 5 2022 SOF so TOWN OF'SOUTFIOLD BUILDING DEPT. cou765-1802 : - 1 NSPE_CTION [ ] FOUNDATION 1ST [�OUGH PLBG. [ ] FOUNDATION 2ND' [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ '] FINAL [ ] FIREPLACE & CHIMNEY y [ ] FIRE SAFETY INSPECTION [ } FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-- ELECTRICAL ENETRATION -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4" V Am- owjn. J DATE ll INSPECTOR OE SOOIyo� `[ gales a/ Cr� # # TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ]' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [" ],! FIREPLACE.&'CHIMNEY [= ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ga ol DATE- INSPECTOR _�-, . 0e SOUT�,olo # TOWN OF SOUTHOLD BUILDING DEPT. `�cvuHr,a 765-1802 INSPECTI-ON [ ] FOUNDATION-1 ST [ ] UGH PL13G. [ ] -FOUNDATION 2ND [ INSULATIO / A KING [ ] FRAMING /STRAPPING [ ] FINAL [ '] FIREPLACE& CHIMNEY [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - ck DATE INSPECTOR — 1 D oe sour 0�0 yo # * TOWN `OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND- ' [ ] IPSULATIOWCAULKING [ ] FRAMING-/STRAPPING [ FINAL t MCAK5 [ ] FIREPLACE & CHIMNEY [-j- FIRE'SAFETY INSPECTION" [ ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t i �t [. - . - 7�7 v 4nn�v l/ to [cod cn�u o- 5 1 �ocj4,< v n i-rmg—cA-- ow Y-ov vv DATE 3 INSPECTOR She.cna_Acharya 1.44 Franklin,Strcet, Apt 2 NeW- York, NY-1.,0013 917-293-.3050 March 1 2022 Tori,,-of`Southold Building Rept, 'P.O Box l l'79 Southold,NY 11971. RE Permit#45.881. i, Sheena Acharya,.w 11 be stabilizing my Tear�properiy located at,645:.Glen"Court in C itchogue " Now."York,with either seeding or-sodas soon.as the.weather`perixi is to ensure the r eq'ire. stabilization. ` Sincerely, ..Sheena A:charya: C�1 W I..L � � . ��� .��. �»©° � ��dT � wv m»&7��&. r.» � , �� _ � F { �; .. �,_ ' �- �;�,�= � #�Flo ., y s si - _- �� J �. � � _ _...�.:.0__ . �4 A �"" �F `j�.d �� ': ' ��_.. FOUNDATION(1ST) 'FOUNDATION( 1 ol M ,ROUGH,FRAMING �:.. ' . PLUMBING -p4 rl INSULATION PER N.Y; 8TATE ENERGY • 1 f11OMWill ►��� 1 �'iI1 k3 iW it �` c1 X11 MORA 1MPAT41 X f� IB • X11 . , �'�� ��, �•. �,���-� � � �, �� . �, _ - -�--_ �- _�o -,.. -...__. 1 APA r v TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hLtps://www.southoldto3�M.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: F E B 8 2021 % "7 Applications and forrns�.rhust be filled out in'their entilroty. lncomplete,� er,an applications Will'ndt be Accepted.'Where the Appill-cafrit is not,thie 6wn' 'k "7'11., .15"24-_r" Z 'OwnL-r's Atithoriz.ati.6n form(Page!)shall.be cdrhpI6VBd. Date: February 5th 2021 -OWNER(S)OF PROPtRTV: Na-m-e:- Sheena_Acharya -F�TM#1000- 83 Project Address:645 Glen Court - Cutchogue New York Phone#: 917-293-3050 Email: sacharva523agmaii.com Mailin-g Address:- 144 Franklin-Str.eet 7-Apt W _?,_Ne- York, NY 10013 CONTACT 0ERSON: Name:Edward Molter - EGM-Desi n 9 Mailing Address:700 Lakeland Avenue - Suite 2B - Bohemia NY 11716 Phone#: 631-472-7293 Email:egmCeqign@qpl.com D8116N PROFESSIONAL INFORMATION: Name: Joshua Jakob Mailing Address: 700 Lakeland Avenue - Suite 2B - Bohemia NY 11716 Phone#: 516-882-7304 Email:egMdesiqnQaol.c6m CONTRACTOR]NFORMATION: Name: Mailing Address: Phone#: Ema. aSCRIPTIGN OF PROPOS.ED CONSTRUCTION, El New Structure OAddition RAlteration EIRepair El Demolition Estimated Cost of Project: Elother $ 351,600.00 Will the lot be re-graded? E]Yes R No Will excess fill be removed from premises? []Yes ii No ' v0,m ' PROPERTY INFORMATION gx Existing use of property: Single Family Intended use of property: Sin le Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ❑■ No IF YES, PROVIDE A COPY. .s':'t.. , .?a�., ,� �.;A«::.�, ��:"� h fib ,;"."-�2 V � ,� �� ,i, ufdf. .+� �'.'fC^,. o-� x,`� � n rF ar` © f 1eCjf `o AfteC fie Ciing:d�The owner/contractor/tlesign,professional is responsible;foi I drainage and'storm�iniater=issues as provided by Chapter 236 oftlieTown Code APPLICATION IS HEREBY MADE to,the`Buildmg Departmentufor the s'suance;rof�a Building Permit pyrsuant tothe Bu�ldmg Zone Ortlmance.of the Town,ofsouthold,Suffolk,county,New York and other applicable Laws'Ordmances or Regulations;;for the construction of buildings, additions,alterations'or"for removal or demolition:asPherein described:The;applicarit agrees to comply with!`all applicable laws,ordinances,building'co'de' � housing code and regulations and to admitauthorrzed inspectors on premises and�n builiiing(s)for necessary Inspections False statements made herein are 4 9F G*rs C�r 'a .v� unishable as:a Class°i4'mistlemeanor" ursuant to 5ectiorr2�10: ----------------------------------------------- F Ot j Gym BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # _/V*5 Date 2021 Customer Name pt Electrician Name t Address n, 4- ` Phone e-mail J e-mail (OR 6V Phone License# Size A Phase � Overhead Underground • #of Meters Remarks #of Underground Laterals - 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali days fff m the date abov Authorized by x 'fir BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD t Town !- all Annex - 54375 !gain Road - PO Box 1179 J UL v Southold, New York 11971-0959 4 � - Tele hor?e (631) 765-s 802 - FAX (631) 765-9542 FC3. err lout oldtmtm nq-. '.:i d ,5o€�i� oldt` '�1 if!y. Gy TOT fAPLC .TION FOR ELECTRICAL INSPECTION ELECTRICIAN ! FOR TION (Ail information Required) Date:�`� 3 a-/ Company Name: Name-. License leo.: 67e email: (:f>'- S 16 V1 ( C Cr; c Address- o �'ox o+ c� v o �n Phone No.: V �� r JOB SITE INFORMATION (Ai Information Required) Address: Cross Street: D L)C-Y- Phone No.: Bldg.Permit#: /VS- 8,9 j email: Tax Map District: 1440 Section: Block; Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �ho u--- Circle Circle All That Ply: Is job ready for inspection?: 4 YES I ISO Rough In Final Do you needa Temp Certificate?: Gw/ NO Issued Or, Temp,Information: (Ail information required) Service Siz< Ph 3 Ph Size: --0© A # !Deters�_ Old Meter# New Service- Fire Reconnect- Flood Reconnect - Service Reconnected- Unciergrorind Overhead Underground !_stere!- l 2 FFrame Pole Work done on Service? Y N Additional Information: PAY E T- .UE.WITH. . ,PLICA.T110 � 0 0 Request for Inspection Form.xis 4, r + NX'OU3-•Bat�uin and Salo Weed wirh Cnvari,iii,rt,adist Grankrr s Acu'(iidnr h rI ni t,'q+antinp I:1rn' ibteti t tvl k'i t!Kt t_J C(INStIf.T YUUR�I.�f}YYF:R_t{..!'!DHH.tiI(iNIN<:'l1tLtiIN'+fltlf5tt.N h-'flit%tNti'l,itlll+ll,ti't'tittt)Ctl.:It If t.ILtiFa)ltY LAW,YLRtibNLV 'r7 tta.itl' Oetolier in the vc:ir 1620 THIS INDEr�I bW,made the. -3 y. BETWEEN rtisnla V"u�t tan :GraZia`Vang� reSidm at:GtS( 1eit(Court,,f utchugue,Nciv York:11935 etApt 2New p,'atty'ttf the tsrstTz�arid —, or �4.mowa Il�n ( rl>zett>r3ay�I ' to"f 'tn tt.i It rank[in Stre ,. , York, New York 1Ob13,.,, as vsbagd and' .wipe,; party ut the secoed part,; thd WITNESSETH,that the,party o)iltie rtst part.°m 4umrderattc)rr nC 1in Oul!tri anJ tlth r v tlu ihi�ci)nsrduatry�n paint ho&o party"pf the i.cand part;;tloes h4r�by_granlanti rt.l4aSCu q�+.t the p+rtv:bl th4+�c(ttttl p rrt,dt�ht,t r nrait44ts�ut�ancl�ti5tbtis iiC itie;pariy of tli a cun.+1"pstrt foreV. AJ,L lttatCertain ptut {ifeiie urparcwl":ul trintl w+ti the t�ttililtit}+an l ii{vuvf a}xiii th.reiiircit4kJ vt[�+tri 1}utkand hunS tn_t[3e Town of Southold,County i f Suffolk and State t►f N'iAv York, kttawri;and desigln)tte ;.as Lot 1 an a certain map entltied,'!Nlapsl f"puts Bluff",od fkled tit the Office oftl e Coun ek nCth" ty o •.Suffolk on,Macch 15,1:968 asMflp No.,5t164 hguii�led�and:descrtt>,ed See,Schedule A affached bereft ttn made a part list Luf. PIG AlU1}INTENDER' U Y1E tpe wntne prt tnn�� conv..eyt d to'Che party:of the:first part y deed dated December 2,3.,;1975 and'recordt d to the Qfliec of the Clet k of the Cuunty of Su'folk`0,June 14";1976,in I.tber 297 i at Ytt�e��13,a��urrc�tt d hy`�1eed dated December 23, '1975 recoiled ku�ttst;26,I976 In fhe"Suf£bCk Cttpnty C,IerTc's OfYtcc.in l tbcr':fi�94 trt'Page 2.1'7;; TnGI;IHERwtth511ri bt utle'iiidmar4et,it my uCth4pfrlyoil`l4Ortilarttrf inuJiilto utystrr44sandmudsrthutttngdiv 46bve destriUett pt>tnt C,tp th4 i ciit4rlm4s tllu4KrC TUGF7Iil lZ ttuh Ur, ip{�urtt ntric4s tnd dt:th44st ut and n�hls of the Bitty of th4 f%r t pari.?n;nnJ to card pfti -.,.-TO HA—. AND TO lip[D'Ah4 prtimJ�t,c Iruun krint4d unUi;Qtt party tiCQic seeoaJ pnrt,:'th4.hcfrs ttr SY144`t Sfi6tS and a�ignv nl,thw(t ttty of Ilii.Lrund Blit f}trGt tr :AND the patty aC thy'first putt cov4nant�that th4.pattypC ih4 Ii1"�t p ut It"rx nut Jt»iu iir su114ritd"itttytttrng>'wh4rr:hy'.tfiu:s3ir1:. premes have h4�n ttit iimh isecrtl'n stny ti41y wh n4v4r,:ekt4pr ns.il'grt aul. AN the;rarty of the first part,rn"cumpliance wtthScciion 13 til';{h�I rut L;tty 4utui:ints th tttho'-patty ul t64 first part will; ret etve the;tsgnud4 no in for tht conve y m4�.tnd wttl9inlJ thu n it w reWthe u+ let it.n 1ru5K,funJ k)kre appiit if fust fprahc`prtrpoee oP'paytn{ thi:4vsi pf llic tmprovent4nt anJ;zvrlJ ry)ply.tht s u»r liter to+hc payment oiahe cost i5C ilii> mpmvement,-b lore'usinb'any ind uC the l(>lal uC the amu lar any 61 ler lwcputi� The word".pity"shall b4 4pnstruJsd ls tf ii„r4.1J"p:rrtrns whrti f t.1.thr 3rnst ul,Jti ii J4nutri a r4yums; IN WITNESS WHERE. <th4 trly.of t)id Itrt p tri has July.csr'c r than J 4J titt,tl tv uul,y ar tfcC:ih'pvl.written.; ITVPttE$@IVCEUF:. i CV��. t I V,ANGI Glia% ..YANC / F=IDELITY NATIONAL TITLE.INSURANCE COMPANY . 4- TITLE_N63404-06063 SCHEOULE.A=1: (:pes:cri'piion-of the Lpnnd) ;For'Tax Map ID(s?:, 1000-083:00-01:.00-007.:000 AMENDE0 9l2812U6 ALL:_that certain'piot piece,or parcel,of land situate;aying and b"sing in the azo Vlsf Bluff bf dan;fled n h Office of hes of NewYaCk known'and`designated a'sL60 on a:certam map entitled,'M, p. C.lerkiof the°County%of°Suffolk on March 15, 1968;as Map No:5060,being tpundeq and described as follows: Aht tom BEGINNtNGa€a point on the nocfhwesterly sl h the northwestery side of Genf Court sad po nt b ngtwheethec4ion of the northeasteriy line ofa:15 foot:Right of Way w t, Court,: northea5teiiy line;of land;now or formerly.pf._hoebe.Vincent-intersects wdh.th@,rorthwestery side of Glen;F 0 RUNNINGTHENCE alopg land now or.'f'o.rm6dY-1of!?hoobL '� ongisland S6un3d9 degrees;0.p minutes.9 ,`secands Wesf 255 00 feet otahe ordinary high water mark(filed map) sewn;s THENCE along'the`:ordlnary_high;water mark(filed;map}of':Lang,island,Sound;I�forth60 degrees 42 ritlnutes 2Q East100 00 feet THENCE South 3$:degrees 40,minuies 00 seconds,East 255.00.feet;to the northwesterly side of Glen-court THENGE.along.fhe northwesterly.side,of GIen;Court South 60 degrees A2`rn iiutes 20'seconds:UVest 140,00 feetao t,e point orplace of I3EG1Nt4ING. s andimproyements on th"e THk POLICY TO t3E ISSUED under this commitment Nr+N rnsure the title to such pudding,.;, premises whicfi by law constitute're2,property: FOR CON11t"YANGING pNLY; Together with aIl'the right; title;and interest-of the':perty of ttie first Partrof,in:'antl to the land lying Inahe street n front:,of;and adjaimng said premises END-OF SCHEQULIE A; C`vi[medfor7dte Insurance. NY I'r-FRVIi mm01630A31004 Sr�S•12D-74Dd 009053 SciiedufaA 7 DasdtiP�ton , y USCACKNUWfFJ>&NLNTFUttM8fi1d1WIV1711IN.NEwY bkKSmTEOMY: GsfrilANfltYlifX1MFM111t1HAtlltiLfltVtYfl7llNn'C1V-}OR(CS`l'AlEO}SYs'.,. SinteofNewYork,Cuunty.of Suffolk Ijs; Staff of Ncwlurk,Gnunty„fSut�ulk' in flit,Yufi 202 On ilt� U ty uI ;mall t tc ucd to Y u ttic c Oft 04,6 day of DCynb`r inlnii ntv,the undcntr,nid 11.0 befoie mti dic unduslgned rsonully V. n d. "Antonio Vant;i and raZ1A V cnoitalf' Lnu4un ti,n,�ur pri,>cd to mG oll idle hush of sausr�ctory wcd to.riinc(s) )sabre nM d to the 4vtd�mi)u lx Uri;individuaI(+)-whose n tines)tr(an)suhscoA"., x deo tot personally known.tu me or pioveJ to iii un the rs>rs of wuslactory P X t vtdencr to ix the tixlivldua)(s) 1 Y and that; by Wsjhixjd cir wuhui ut+huntur4turd tcknuwicdtul tci tic tlmt):cls Y" WINn instrument`and acknowledged tQ tri.that jachldtcy uxcuta.tl, tit nuur`c(ti)on the imtmmup .ipc ntdtvtduo.al{s� orahc person upon rho yN,te tn,.his/lrerfthur capauiy(>u): and thti) by hts/l)u/thu[ the ,mlc m htJitc'r7lhwr ut ural pcs) . lxhsfl.yf wluch the indwiduaj(s) uxixutcJ)hc:instrumpnG: stgnalurc(s)on the,utstrurncpt,tlx mdrvtJual(s) lir the ptncaLuputi 1 drliulf'nf.Whtchah�iadividtial(s)gac.d.;�xOutcdlllultL�trumcnl;, ROSERT.E14HESE' . NQ?Aity Puiitr.c;SiAT'9164 WOOFK.. '"Ftsgtstiatian:wo.�n70F.603531T MOW In$ultolk County f/jyCorturussloaExplraxOctgCer24?Op3, MENT FO1tM 17 1, A!&Yi)tttJJx t1bN7 Fattall.f1NU41'Ot17\1t1hNYcY1(ORK+STCiE(1NLY ALIGVOitl�tk lfhn,j\frlti n,fJtr,Ur¢ ucn,lMUutul+tl4 U 'Sq jNnv Yjuky dire rrhn+g;W+JnNct/It'knmvlr�,4ntr+rl t�,iJ(i CountoP f(augJlr!-lrJJn rrrlfYUl�,tewU,>tlrrtrmr.irhhrgh,)uili11) StateufNewYork, Y m t4c ytiar to tficycar Un the day Of ()n the d ty td tx fcxg;t the unfit rstgneJ pctton 1 VapOatui he fi)rk to rite unfit ot4ucd perstutally appc an tl t dal swnnl fire dejui'tintl pcl�c�naTly 4 tun+u-ttr mu ter)xin2d to mL tit tltcs`ubnkidtoth4 the:sabsrnbtng_witnc5s to thg forcgotng mstrttirn ni wrtlt wltOm I alit nit ac uatnted whO.bemghy'in .Y..::,. ., evtdcnctituhctisci Jtvtdual(ti�.wh01tt fijAhett Ulat htlshtJihey tcstde(5}in Maim liistmu»c.nt_and a)nuWlcdgt Will me ti t4jlulj their atgnuturc(s) fill same ut htsfEtcrlihLlt+tp tetty(tcs} J-it hY nn a'6' behalf of whtoit {ff 1 on the nsinuticnt tlx utdtvtdit df itr tlx lx n [?. t he laces,em enceisin rcr4 1110 defhc-teetarnjstrYctnumhrt,<. Iltcuft(tviduits)istisJ cxcrutulilwtncitltnen[ tndihatsuchiiitltvidtfat tfnny;thereof lhathclshrliti�yknowa) to ix.•tht mdtytdual deccntx d m ani whu t xcct as td saw�tiatJifiL otn> matic su h np)na!Allve hcttiri ilx uniicrstFncd to the: tnstruintnt thststidsubscntmt WuncstWti\pfcw.n ndrrr.j,Jlucc tht iii)lt(nnlrclAlnentu�rs.fiinl Ccute t)ie same;�n�i tlta('aid cxwtttft ys ut the s tmo hmc 5t!h�C{!bt l Yfincrr.rhr c th err)tllrrjxr,M-iex l snbcht nnur nrfd jfi stftfe nranunln?f?3' hisfiunhur.namcts}us:awitnt s\the.tio wiri+ctwtnnxr;;ntr�n+s-rnu'nNn,xtiit!tx 13t\rwZ't' JUQ(1 jtrj:ENv:. �- `,t•'t riT,)rt OH3.Ot) ail ui t(.Q 1 OU, Antonia Vangi and Gcazla Yangi i nr U07 00o L`r)�� Yutt:►'ticvn� Suffgik Tt) to t ftRl it1ThJ KL6t11'�f i1P Adc'ian Supaiinik and-SOWO Arya. I,tlt itty 00Nnuanal Tliin lnsurnnie Cnmpagy 1rf J;(ll{N.71)Rdll;'fU rJxnxaix L'` tp(V,l;Qrtier',eg1na3i0n�%ok r'F5t8,W;7Nd tJewr,Y'E:nfi FiDEL&V NATIONCf INSURAi4C' PAN rt�k. II 944 Alrrrly Nh.Hsi� kA..rCi�jftaxale�. .Atm .: _ - - .• W U FE O e7 Z 0 W LL O. W ' to !Y O LL W U a cr a w W cr w u`rJ rr ACORO® DATE(MM/DDNYYY) CER.TI.EICA__TE.OF..LIABILITY INSURANCE 3/2/2021:.:- THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate.holder in lieu of such endorsement(s). .PRODUCER , . CONTACT -,Christine Schuller AssuredPartners Northeast, `LLC. PHONE (631-844-5178 AC No; (631)465-4005 100 Baylis AbadE-MAILADDRESS:Chris.Schuller@ assuredpartners.com Suite 100 -INSURER(S).AFFORDING COVERAGE NAIC# t3elville NY 11747 INSURERA:Evanston Insurance company 35378 INSURED INSURER B:New York State Insurance Fund Badtmann'6.Sons, Inc. INSURER C:Standard Security Life Ins. Co. P-:0.'Bok 932 INSURER D.: INSURER-E:: CutChpgue NY 11935 'INSURER F: COVERAGES° .CERTIFICATE NUMBER:*21-22* REVISION-NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH-POLICIES.LIMITS.SHOWN_MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF- POLICY-EXP- LTR TYPE OF INSURANCEJ=20a POLICY NUMBER (MMIDDYYYY1 1MMIDQnQQfflLIMITS X COMMERCIAL GENERALIIABILITY. EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑X OCCUR, DAMAGE TO RENTED 300 000 PREMISES' Earoccurrence- :$ X' `Contradtual Liability MKLVlPBC001529 02/26/2021 02/26/2022 MED EXP(Any one person): $ 5,000 PERSONAL B ADV INJURY $ 1,000,000 GEN'LAGGREGATELIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY Ea LOC. PRODUCTS-COMP16RAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE.LIMIT - $ Ea accident ANY..gU70 BODILY INJURY(Per person) $. -ALL OWNED SCHEDULED BODILY INJURY.(Per accident) $ AUTOS AUTOS HIREDAUT09 NON-OWNED PROPERTY:DAMAGE $ AUTOS. eraccident. UMBRELLA LIABIOCCUR EACH OCCURRENCE $ EXCESS:W16 CLAIMS-MADE AGGREGATE DED ` RETENTION$ $ _B WORKERS COMPENSATION I 2206 943=9 05/03/2020 05/03/2021 X PER OTH- AND EMPLOYERS'LIABILITY YIN - STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE Ordered Direct from NYSIF EL EACH ACCIDENT $. 100,000 OFFICERIMEMBER EXCLUDED? ❑.NIA - (Mandatoryin NH) kE L DISEASE-EA EMPLOYEE $ 100,000 If yes,describe.urider DESCRIPTION OF OPERATIONS below - L DISEASE-POLICY LIMIT $ 500,000 C N89.Disability 64522-00 01/01/2021 01/01/2022 DESCRIPTION:OF.OPERATLONS I LOCATIONs i VEHICLES(ACORD 101,Additional Remarks Schedule,may attached if more space is required) .Re: 645.-6len Court, Cutchogue, NY 11935. The following are included as additional insured if required by written contract subject to the terms and conditions of stated policies: Town of Southold; Adrian Sapollnik, Sheena Acharya. General Liabiltiy Coverage applies on a primary and non-contributory basis with a Waiver of Subrogation in favor-of 'additional insureds CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE P Colletta/CSCHUL �om— ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2ouo1) NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � 0 AAA-AA 263528632 HEIDTMANN&SONS INC PO!BOX 932 CUTCHOGUE NY 11935 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 645 GLEN COURT,CUTC HEIDTMANN&SONS INC TOWN OF:SOUTHOLD ESO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206943-9 164105 05/03/2020 TO 05/0312021 2/26/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR'TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR,PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 15 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1005589141 U-26.3 7 ® A�v CERTIFICATE OF LIABILITY INSU2021 DATE(MM/DD/YYYY). RANCE 3i2iDDNY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate:holder In lieu of such endorsement(s). .PRODUCER. ,` `°.Christine Schuller NAME: A§suredPartners Northeast, 'LLC. PHONE (631-844-5178 axc No): Iss1l4e5-4005 100 Baylis E-MAIL Road' ADDRESS:Chiis.Schuller@assuredpartners.com Suite iDO 'INSURERS AFFORDING COVERAGE NAIL# Melville` NY 11747 INSURERA:Evanston Insurance Company 35378 wsuREq INSURER B:New York .State Insurance Fund He dtmann &.Sons, Inc. INSURERC:Standard -Se6urity Life Ins. Co. P.Oc .Box 932' INSURER D: . .. INSURER E.: - CutchOgue -. NY 11935 'INSURER F: COVERAGES` CERTIFICATE NUMBER:*21-22* REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN:MAY HAVE BEEN REDUCED BYRAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF -POUCYEXP* LIMITS POLICY NUMBER - MMIDD MMID X COMMERCIAL GENERAL LIABILITY. EACH OCCURRENCE $, 1,000,000 A DAMAGE TO RENTED CLAIMS-MAD E ❑X OCCUR300,000 PREMISES Eaoccurrence- � s$ X `Contractual Liability. KMVlPBC001529 02/26/2021 02/26/2022 MED EXP(Any one person)' '$ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000. POLICY P LOC. PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ „AUTOMOBILE LIABILITY - COMBINED,INGLE_LIMIT - $, Ea accident ANYAUTO' BODILY INJURY(Per.person) $ ALVOWNED SCHEDULED BODILY INJURY.(Per accident) -$ AUTOS AUTOS HIREDAUTOS NON-OWNEDPE ent 1 DAMAGE Per' $ AUTOS aec . . .UMBRELLAilAB'' OCCUR - EACH OCCURRENCE $ EXCESSMAB- CLAIMS-MADE AGGREGATE .$ - DED. ` RETENTION$ S .B WORKERS COMPENSATION. I 2206 943-9 05/03/2020 '05/03/2021- X PF.R 12 AND£MPLOYERS'LIABILITY YIN. STATUTE' ER ANY PRO PRIETORIPARTNERIEXECUTNE ❑NIA Ordered Direct from NYSIF E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBEI EXCLUDED? (Mmilatory In NH) EL DISEASE-EA EMPLOYEE ,$ 100,000 If yes;'desc6be'6hder DESCRIPTION`OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 -C NYS,D1Sabi11ty 64522-00 0]./01/2021 01/01/2022 DESCRIPTION.OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 707,Additional Remarks Schedule,maybe attached if more space is required) Re: 6.4.5,.61en Court,. Cutchogue, NY 11935. The following are included as additional insured if required by written contract subject to the terms and conditions of stated policies: Town of Southold; Adrian Sapollnik, Sheena Acharya. General Liabiltiy Coverage applies on a primary and non-contributory basis with a Waiver of Subrogation in favor of`additional insured's CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICYPROVISIONS. Southold;. NY 11971 AUTHORIZED REPRESENTATIVE P Colletta/CSCHUL ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2ouot) LONG ISLAND SOUND N 60'42'20" E 100.00' - - ------ - - ORDINARY HIGH WATER MARK (FILED MAP) 1 1 wl 1 3 LINE OF DEBRIS _ WOOD LKHEAD 0 1 1 0 � 0 C4 I LL') z 1 N w 1 1 U I Z 1 7 1 PLATOOD 1 W 1 & s EPSs I m It1 Ia a 1 Z 51.99 7+. 49.79 GATE ti3.1 WOO N PLATFO M O 1 2.5E OMASONRY STE S I O n• � TIN 62.44 WOOD WALL TW 62.34L mio 1 SW 61.44 BW 57.14 WON em LINE 33 O F+ + 1 62.7 W9E V 62.1 62.9 0• 1 EXPANDED WOOD STEPS W OJ at GLIDING DOOR T 62 28 I s. B PI . ?! 3 }50 1 PILLAR O Z O 1 :,:.YrtASOAIfZY: .;:;': 0 s 0 w 3 m:::;...:;-: :•:;:'•RIM c w Z W Q 0 x �i� co 27.5•.. .l 0 64.3 + 51 11 14.0'PROPOSED Yed FL F,(S LJ10:0' p m 64.2 M NTMOR ISMITION TtiNKS;�/ O NkS. O� A/ RIDGE EL°°�` / U i0 Z WALL " to BE FSIOVED 2 STORY .. Z Q 0.6'E DWELLIN _ TC 65.04 16 J Q TW 62'91 NOU645 4 BC 64.5 `L W 61.91 1 r x / KQ d F.F. EC %;��65�82�65.1 13.7 O `2 0-0 "6WOOD7'03�jj/'. 6.7'_ Ci ^1 GATE ICGNC. ri 8,6' �.n ..•: STORYO O ILL- 1 64. L 65.7 19.2' os OW0-0 I ' 64. 9 P NTER 64,49 GATE 111 NEW S PSe BITUMINOUS T�, PROP lot FLOOR% --- -- - Q FLAT t DRIVEWAY 0 C 64 iMERI MWATION OL �1 RWMONUMEp 7 00�GGro TC 62.42 F m TC 62.7 1 BC 63.10 M J:DU O T FOUN 0 BC 62.22 BC 62. 8 FOUN 115.22' 15.22, 60.9 -• -- 62.70 e� ' TC 60.38 TC 60.86 TC 61,99 TC 62.2 1 8C 60.28 SC 60.76 BC 67.89 BC 62.04 ` 59.68 60.05 60.41 61.07 61.78 61.87 61.96 S 60'42'20" W 100.00' �1 + 61.49 62.20 ` 59.93 GLEN COURT W � v zi► �- N J 1 0• N ROP05ED Ist FLOOR PLOT FLAN INTERIOR RENOVATION SCALE,- 1' = 30'-0' DISTRICT....................................................1000 PROPOSED 2nd FLOOR 5ECTION..................................... 063DO INTERIOR RENOVATION BLOCK.._....................................... 01.00 ` !' LOT.........................................001.000 ZONE.._.................................................R40 ZONING CAL CULATI0N5 LOTAREA ......................................................... ...................................................................25,500 SQ.FT. EXISTING DWELLING FOOTPRINT............................................................................_...2,291 SQ.FT, TOTAL BUILDING COVERAGE...............................................-._.._._._._._.._._._._._.._._._._..2 91 SQ.FT. (9.0% LOT COVERAGE) SETBACKS: FRONT YARD REQUIRED.._.._......................................................................_._...40.0' PROVIDED._._._.._._._._._.._.-._._._.._._._._._.._._._._._.._._._._._.._._._._.. 299' -EXISTING-(NO CHANGE) SIDE YARDS REQUIRED............................._.........._.....................1510'/20.0'..._._._._.._._._._._.._._._._._.._._._._._.._._._._._.._._._._._.._._._.-._..............35.0'SIDE YARD AGG. PROVIDED................................................................13.1' /Ill._.._._._._._.._._._._._.._._._._....._..._._._.._._._._._.._._._._._.._._._._._.._._._._...31,4'SIDE YARD AGG.-EXISTING-(NO CHANGE) REAR YARD REQUIRED.............................................................................50.0' PROVIDED..................._._.._.............................................48333'-EXISTING-FROM BLUFF-(NO CHANGE) LOT AREA REQUIRED............................................................. 43,560 SF. PROVIDED.............................................................. 5,500 SE. LOT COVERAGE REQUIRED.................................._.-._._.._...._...._.._..........-.............._..201 r, PROVIDED.............._._._._._....._........................._........................... 9.0% HE I G H T REQUIRED............................................2-STORIES or 35.' PROVIDED_........................................2-STORIES or 25.45' i I I Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York Slate Association of Professional Land Surveyors. This certification is only for the lands depicted hereon and Is not cerlification of till,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and ore not itonsfeioble io additional persons,entities or subsequent owners. I I i LONG SLA N s0•42.2S N® SOUND ORDINq e RY HIGH tyA�K 10000, M (FILED MAP) _ � ZZi i � I I - _- �� L1ryE OF DEBRIS O I WOOD BULKHEAD - O Ui Ue U) t- N Z w UO Z I O I Li U m (V w I W 0 & 10 IL_ SrfPS S IL LL. w o 0 TW 51.99 oin -" 1WALL B W 49.79 v p 2.5'E WOOD O 3 t J '* 'uASOryRY ATE tim WOOD Lli I n n PLA TF C-4W 9w 62.44 STEPS N Or33o 3 61.44 WDOD WALL I i- Fm 621 BW 57.14 WALL 0 0 ON + LINE 62.9 + 0 3 62.7 WALL Z p 0.9'E Q O o° _ •:;' 'B3:i Tw 62.38 Z Ow 3 2 s ew s2.28 1.r O � .. •.' 'ti1.Q.''. ,'S6, ❑ LLJ Q O W '�:•:-: SOAIR Y. PILLAR !a':-:-:.;.;.•: :.;.;:R/til::;:;'.:.. . O 'p'O •'�64�19':58:66• G O 0) 33 r-m bQ •""1.4.0'•".'• 275• ®rp o:o: .--•'. = O _ Q • (L 2 WALL U IT TANKS 20.0,. 64.3 + Q)I Q 0.6'E o 2 CE EL 88.73 0003 64.2 M S7 0� I J sw 61.91 DWEL lNG 3o In P NO, 645 v o 13.3• F.F. TC 85.04 O O m I CA TE CONC. rMj 67.033 F.F. E BC 64.5 64.6 28.6' h 6.8' 65.82 65.1 13.7' IL 64. 6, Q I BC 64.48 65.7 1 7, 69 U � � r "BITUMINOUS PLANTER {yp0 J�0 DRIVEWAY re c GAZE G wj O C 6F MONUMENT OGF 6yh y� N o 6?'9? FOUND ? or I 115-22- 60.9 �0G TCg2 '0(o N SIG 420 CJ TC 62.22 ~ra T W BC62.7_ 6 6p•2a2.58 63.30 I BC TC 59-65 60.05 BC 60.x6 p2 BC 63.10 MONUMENT FOUND 60.41 6SIC 1.9-9 �+ 61 61.89 TC 6p 2 CDC) + 0�42'2O„.07 BC 62.04 W 61.78 59.93 100. , 61.87 OO 61.96 � 67 9 'LEN 62-20 Z Q w LOUR T IHU J > A. UA: SURVEY VIEW: SURVEY NOTE: ELEVATIONS REFER TO N.A.V.D 1968. © 2020 BBV PC The offsets or dimensions shown from structures to the properly lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences, retaining walls,pools,polios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey.Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as a part of this survey. Barrett Tax Map: DISTRICT 1000 SECTION 83 BLOCK 1 LOT 7 ` Idoized alteration or addition this survey is o Wo- Bonacei & Map of: VISTA BLUFF lotionl]of sectio L� ie Education law Van Weele, Pc Map Lot: 1 Map Block: Engineers a Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 File Date: 3/1.5/1968 File No.: 5060 County: SUFFOLK _ T631.435.11 11 F 631.435.1022 www.bbvpc.com Situate: CUTCHOGUE,TOWN OF SOUTHOLD .Y-= tits Certified to: Title No.: 7404-009053 Date By Revision ADRIAN SAPOLLNIK Copies of this survey map not bearing the land SHEENA ACHARYA FIDELITY NATIONAL TITLE INSURANCE COMPANY surveyor's embossed seal and signature shall not be considered to be a hue and valid copy surveyed 6y: C.S. Drafted by: A.V.R. Checked 6y: C.W. project No.: A200521 Date: SEPTEMBER 19 2020 Scale: 11"= 30' RevisTons= � 1 �J o NEGIRDER SISTERED t0 ~p EX STM EXTEND PAST N w iE EX St1NG SUPPORT POST NEW 24 P.T. � oo mo EXISTING STAIR 16, .C. at o LL STIRME J 0 vt S Iu a3GR5 ol ------------ -------- - ( : NEW I'-0' DIAM x V-0'DEEP EXIST.2x10 F.J. EXIST,2x10 FaJ, POUTED CONCRETE PIER VIC at 16' OL. � at 16'OL. _ _ FOOTING with GALV METAL - - POST ANCHOR AND 4X4 P.T. l EX FJ. NEW(1)2XIV P.T. W POST(TYP FOR 5) �- -------------------- ----------------- YOGA /PLATES SPACE :;' ,-; * I6'o.C. � I > --------------- ---------- ----- (20'-2'x NEw1x8ACJQ ----------------- ----- - t 2m'-2'x�6') F.J.at 16' 04 -------------------------------- --- -------------------------------------------- u N i � n NEW I \ - 5'-m'x 1'-6 01 WC. \ / 3'- \ / ol 51-01UP I ER \`� ,'/ i i W 1L U4 z \ / --------------------- \\ I a !NEUJ-6T0Ro4G£--- ��' I (CA.11-01) \ / I I � u :(r;,-D,x 14'-'1') \ / I I ::3 'C-4 I /\ 5'-5' x \\ MOD,OPEN SPACE I , \ I U I ! \ -------------------- X COLUMN t0 B 'r ; ,' \ i :3 REMOVED and GI R ;�- I ; ,' \ I I 0 OL O To RE REPLACED I EX-SLAB-ON GRADE `\ ; �/ Z (1 I i i EX.SLAB-ON GRADE\\ x NEW 36'x80' 1 E�N`w i i \\ 15T.2x10 FJ. EX 2x10 , / \`� i \\ at 16' O.C. 1 at 16'O I N i SUPER 0 �\ \ O -' x / L---------------- ft c-4 I ------------ x ; I r l '-5'X9'-m' -- ----------------- T----------------------------I\ I U - i 1 i------------- - I .• - " NEW ----------------------------------- ! DVEEN?7 --- ----------------- -r ------------------------- ----------- EW Ct BOILER £X-SLAB-ON GRADE 14. I i 1 � �� F�• i � I I I ^ ' L' I I � I I ' • —� I ---------------------------------------- I • 10'-0' - ol PROPOSED CELLAR FLAN � SCALE: 1/4' = 1'-0' ` LEGEND; ------------- EXISTING FOUNDATION WALL with ® NEW WOOD POST (ABOVE) "; ------------- ------------- NEW FOUNDATION WALL with OP ------------- NEW WOOD POST (ABOVE) —1 EXISTING WALLS TO REMAIN EXISTING BEARING WALLS r-----------J EXISTING WALLS TO BE REMOVED ® EXISTING WOOD POST NEW WALLS NEW BEARING WALLS In NEW 4 x 4 WOOD POST Date- NEW POST FROM ABOVE 10.12.2021 SMOKE DETECTORS - INTRCONNECTED Drawn Bg, SD SINGLE STATION DEVICE E ACCORDANCE E_ MOLTER W TH STATE CODES Project t OCARBON MONOXIDE DETECTOR 2020'52 F NEW MECHANICAL EXHAUST FANF-37-777--77- VENTEDEl ( TO OUTSIDE) AS PER (83033) Sheet. ( S: INIC,� t OTTANI 11 ` GDERAL NOTE corTPONENrs /=-DWI /KNISH Nous: ME CAL NOTES- � _ p (G) L THE ARCHITECT/ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE (C) L ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, (P) L PLU°BM CONTRACTOR TO COOIRDINATED W/AMNER t OTHER TRADES. Table 3.1 NAILING SCHEDULE Revisions: SUPERVISION OF THIS Pt�IECT PERF1ASIalELD WITH NS�ArfD�p SCREENS AND LOCK�x SIXES AID TYPES AS SHOW ON PLANK (P)15ATW400M AND KITCHEN FIXTURES TO BE AMERICAN STANDARD,KOHLER OR EQUAL. � ��� � SOUND (G) 2. IT IS THE RESPONSIBILITY OF lit CONTRACTOR TO FILE FOR AND OBTAIN ALL ALL GLAZING WITHIN S'FAOMI FINISH FLOOR TO BE SAFETY GLASS (P)3 ALL PLUMBING W F K 5 4ALL COMPLY TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL DESCRIPTION COMMON NAF ILS ErnC NAU�b �-SPACING REQUIRED APPROVALS AND PIER1ITS FROM ANY AND ALL GOVERNNG AGENCIES HAVING (C)2 ALL EXTERIOR DOORS TO BE WLL.ATED METAL AS MANUFACTURED BY BD49MWN STANLEY OF EQUAL. OTHER APPLICABLE CODES,LAWS RILES,RMULATIONS AND HEALTH DEPARTMENT REMIREhENTS . � 1" JURISDICTION OVER THI5 PROJECT: UNLESS OTHERWISE NOTED.SIXES AND TYPES AS PER PLANS. (P)4- PROVIDE ALL NECESSARY VENTILATION(AIR INTAKE AND EXHAUST)AS 2020 REZD4TIAL CODE OF R O 0 F FRAMING N 6 O 42 2 O E ._ 100.000 (G) 3, IT IS THE RESPONSiBILItY OF 114E CONTRACTOR t0 COMPLY WITH iNE 1020 RESIDENTIAL CODE OF NEW (C)3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH NEW YORK STATE AND EQUIPMENT MANUFACTURES SPECIFICATIONS RAFTER TO TOP PLATE(TOE-NAILED) (EPEE TABLE 34A) (WE TABLE 34A) PER RAPIER ORDINARY HiGH WATER MARK (FILED MAP) - - TORK STATE AND ALL OTTER(APPLICABLE CODES,LAM,RILES AND REGULATIONS IN THE CONSTRUCTiON INTEGRAL VAPOR BARRIER ON WARM SIDE LORE SHOULD BE TAKEN NOT t0 PUNCTURE VAPOR BARRIER (P)5, HEATING AND AIR CONDITIONING REQUIROVITS WALL BE COORDINATED WITH 11-E CEILING JOIST TO TOP PLATE ROE-NAILED) (SEE TABLE 34,4) (SEE TABLE 34A) PER JOIST OF THIS PROJECT. 2016 UNIFOR"I CODE SUPPLEMENT and 2011 SUPPL 31W TO THE NYS ENERGY (C)4- R-VALUES ARE SHAW ON DRAldNGS OWNER'S HVAC CONTRACTOR PRIOR TO CAMN'ETICMG ANY WORK. CE WG ST TO PARALLEL UNIFIER(FACE-HALED) (SM TABLE 3.9A) (SEI:TABLE 33v EACH LAP CONSERVATION CONSTRULTfON CODE,REv15ED AUGtJSt 2016_(DETAIL COMPLIANCE FOR PLANS EXAMINEW (C)S. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD,COYER WITH ALUMINUM OR VINYL (P)6_ PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUFVlENTS GELLING JOIST LAPS OVER PARTITION(FACENAW.ED) (WE TABLE 39A) (SEE TABLE 334) EACH LAP (G) 4. THE CONTRACTOR SHALL vMY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND (PROVIDE VENTILATION CONTfNUOUS VENTILATION AT CATHEDRAL CEILINGS), OF CHAPTERS 23-33 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE COLLAR to RAFTER(FACE ) (SEE TABLE 3bA) (SEE TABLE 36A) PER E EXISTING CONDITIONS.THE coNrR4ctoR SHALL REPORT ANY D►SCREPANCIF�N THE (C)b- CONSTRICTION A5 NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRICTION CODE of NEW (P)1 MECHANICAL SYSTEMS SHALL BE INSTALLED N ACCORDANCE WITH THE REQUIREMM BLOCICNG To RAFTER(TOE-NAILED) 2-8d 2-10d EACH END AP R. VEDAS NOTE EXISTING CONDITIONS FROM 11AXE SHOW ON THE CONTRACT DOCUMENTS TO THE ARCHITECT YORK STATE CONSTRUCTION OF THIS PROACL OF CHAPTERS 12-23 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE RM BOARD To RAFTER(END-NAILED) 2-16d 3- EACH END /ENGINEER OF RECORD 50 Tw4T CA;ECTIVE STEPS CAN BE TAKEN. (C)1. ALL INTERIOR DOORS AM TO CONIFORM WITH UNE iNIERNATIONAL RESIDENTIAL CODE. 1 1 L (G)5 THESE DRAWINGS DO NOT INCLUDE CCMPONENITS NECESSARY FOR CONSTRUCTION SAFETY_CGNTRACTOR5 (C)8 UIINDOW5 AND DOORS SWILL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND lP)S FUEL GAS SYSTEMS THELE 0 INSTALLEDENTIA M ACCORDANCE WITH THE REQl11REMENrS WALL FRAMING DATE: B.P.# OQ OF CHAi'TER 24 of THE 2020 RESIDENTIAL CODE OF NEW YORK SLATE Z 1 1 FEE• � COMPLY WITH ALL C O D E� '")F ARE SOLELY RESPONSIBLE FAR SUCH COMPONENTS tLEATHER-STRIPPED. TOP TE TO TOP TE(FACE-NAILED) 2-16d 2-16d FOOT (G)6_ ALL UMIOTED OR NON-VASIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE 0IUNMMILDM (C)S. ALL GLAZING WITHIN 36'FROM THE TOP OF STAIRS AND LESS THAN 60'FROM WALKING SURFACE lP)9 THE LICENSE PLUMBER ELECTRICIAN,AND HVAC CONTRACTOR OF RECORD SFtALI DETERMINE TOP PLATES AT (FACE-NAL D) 4-16d 5- NTS-EACH SiDE � BY: NEW YORK STATE & TOW'%' - )E THE MODIFICATIONS AND/ORREMAC�NTOFTHEEXITINGSYSTEML bTtIDTOEtt>DIFACE-NA%ED) 2-164 2-164 24•oc NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND COND!- (G)1 OVNERBULDER RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS,CERTIFICATES,CERTIFICATES OF TO HAVE SAFETY GLAZING,AS PER SECTION 8308.4.6. CP)i0. NO PLUMBING TO BE N EXTERIOR WALLS. HEADER TO HEADER NAGE ) ) 'OC,4'OjC. 765 1802 8 AM TO 4 PM FOR THE OCCUPANCY WOK AL CA'IF'UARAN,OR UL.R ONE APPROVAL- (G)10 ALL GLAZI O N DOORS AND ZWs, S PER FOR HOTION TUBS,WIIRLPOOLS BATHTUBS AND (P)il ALL PLUMBNG MATERIALS MUST BE N ACCORDANCE WITH THE iRC TO BUILDWs INSPECTORS SATISFACTION TOP OR BOTTOM PLATE TO 670(END LED) (WE TABLE 35A) (SEE TABLE 35A) PER STUD FOLLOWING INSPECTIONS: =� '`-�_'^T^""'�; (G)% ALL R 15C SHALL 13E E FOR NAL FOR ONE YEAR OFFER RE iS ISSUED. SNOGLAZ TO BE SAFETY GLAX BA,AS PER SECTION 830845 (F912.ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P26M 2020 RESIDENTIAL CODE OF KYA BOTTOM RATE TO FLOOR JOEST T,DOOR(G)9. OWNER 15 RESPONSIBLE FOR FpVAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT- CC)IL ALL GLAZING tWIND0Ui5)WITHIN BATHROOM FIXTURE ENCL05U}2ES t0 NAVE SAFETY GLARING, �, �, LINE OF DEBRIS - � -- oRBLOCKIN3(FACE-HAUU-D) 2-� 2-yd PER FOOT _ 1. FOUNDATION - TWO REQUIRED (G) le NO GAaTIOUC m OR mmhim&A&L GCf"Q'em TO im�OF TIE A5 PER SECTION R30s-4. 100M NXES: FLOOR FRAMING FOR POURED CONCRETE S'�'�' C'ti`" �� VILDW F3IlIT (C)f2_ALL CLOSET SHEI VIES r0 BE CLEAR PINE UNLESS OTHERidSE NOTED- 2. ROUGH - FRAMIN:_ PLUMB'NG ��� i RL'" (C)S.PROVIDE I V4'WOOD CLOTHES ROD N ALL CLOSETS 83101 -MINIMUM OPENING AREA.ALL EMERGETLCY ESCAPE AND RESCUE OPENINGS SHALL. JOiBT to E TOP RATE OR GIRDER(TOE-NALED) 4-9d 4-10d PER JOIST $Q`�'�`� �; _ (G) IL ALL LUMBER TO IFI A MINIMUM,t DOW FIR CONSTRUCTION NUh IBER 2 OR BETTER UNLESS (C)14 PROVIDE WAFTERS t LEADERSAUTTERS r0 BE SEAMESS TYPE,LEAD RAINWATER AWAY FROM FOUNDATION. HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET BRIDGING TO JOIST(TOE-NA LED) 2-8d 2-10d EACH END 3. INSULATION 07NERllLSE SPECIFIED" (C)15.EXTERIOR STEPS AND LANDING,IF 30'OR MORE ABOVE GRADE To NAVE GUARD. EXCEPTION:GRADE FLOOR OPENINGS SHALL NAVE A MNIIIM NET CLEAR OPENING OF 5 BLOCK►,Y To T(TOENA ) 2-ed ___2_-0a_ EACH END WOOD LKHEAD � 4. FINAL - CONSTRU^ I )N MUST - N.Y.S.DEC (G) 12_THE CONTRACTOR SNAd_L TAKE ALL NECESSARY PRECAUTIONS t0 SAFE GUARD THE!EXISTING RESIDENCE AND CONTENTS AGANST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. (C)16_ALL GYPSUM SHALL BE TAPED AND SPAd4_ED(3 COATS)LADY FOR PANT W MCH SNEEiROCK FOR SQUATS FEET. BLOCKM To SILL OR TOP PLATE ROE-NAILED) 3-164 4-16d EACW BLOCK w - BE COMPLETE FONF :,.0. LEDGER STRIP 10 BEAM(FACE-NAIIID) 3- d 4- d PER 13r t (G) 13.THE CONTRACTOR SHALL REPAIR ALL EMSTINYs CONDITIONS DAMAGED DIE TO THE ALL WALLS t CEILING'S 5/S TYPE X FOR ALL GARAGE AND MECI-MICAL ROOMS.W INCH MAR� R3102J -MNIMM OPENING HEIGHT.THE MINIMUM NET OPENING HEIGHT SHALL BE 24 LACHES JOIST GN LEDGER to BEAM CE AA ICED) 3-Bd 3-6d PER JOIST 0 1 ALL CONSTRUCTION SMALL MEET THE EXECUTION OF THi6 WORK 10115 ORIGINAL CONDITION. FOR ALL BATHROOMS MINIMA OPENING WIDTH THE MIN"NET CLEAR OPENING WIDTH SHALL BE 20 (G) 14-THE DRAWINGS ARE NOT To BE SCALED-FOLLOW DIMENSIONS ONLY, (C)f1 ALL FINISHES SHALL BE AS DIRECTED BY OUNER. INCHES BAND T to aT MONAU D) 3- 4- PER st � Bm UIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF (G) 15 NO CHANGES WILL BE PERMITTED IUM40UT PRIOR WRITTEN NOTIFICATION OF AND (C)19 RATED PARTMONS To HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD R3103Z -WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL BAND JOIST TO SILL OR PLATE(TOE-NALED) 2-16d' 3-16d PER Fool � K STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 APPROVAL OF THE ARCHITECT/ENGINEER OF RECORD HAVE A SILL HEIGHT OF NO M10R�THAN 44 INCHES ABOVE THE FLOOR ROOF 5 H E A T H I N G PANEL JOINTS PROPERLY TAPED AND SPACKLEp,(3)COALS to OR CONSTRUCTION ERRORS. OF THE TOWN CODE (G) 16_CONTRACTOR%XL PROVIDE THE OI ER WITH A CERTIFICATE OF OCCUPANCY AND AN (C)11 ANY DOOR AND PRAMS LOCATED WITHIN A FIRE RATED PARTITION t0 BE SELF-CLOSING AND FIRE RATED STRIGTURAL PANELS ad 10d (SEE TABLE 3JO) 0 to ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT- AT 20 MINUTES MNIMUK FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION D�6Ba�S � 2-8d T-i0d F'ER SUPPORT � ' to (G) ft ALL WALLS DESIGNATED TO BE FVOVED ARE ASSUMED TO BE BEARNG WALLS AND T1 E ON THE DOOR EDGE AS PER SECTION 8309. r x 10'a WADER 3-ed 3-IOC PER SUPPORT Z t tV ® El SURROUNDING AREAS MUST BE SHORED AND BRACED PRiOR TO ANY REMOVAL ALL WINDOWS TO BE SUPPLIED BY THE FOLLOWING MANUFACTURERS AS NOTED ON M-4 (C)20.EXISTING PARTITIONS WITHIN FiRE RATED ENCLOSURES t0 RECEIVE ONE LAYER OF 5B'THICK TYPE�C' ALTERNATE SUPPLER UPON CLiENT5 REQUEST W (G) Ie.ALL DESGNS/pRAWMGS ARE PENDING APPROVAL OF ALL COfNCERED GOVERNMENTAL CEILING S H E A T H I N G FIRIECODE GYPSUM WALLBOARD PROPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED,TAPED, AVENUE_ 0 1 AUTHORITIES.NO U+b9RIC TO BEGIN UNTIL ALL REQUIRED APPROVALS NAPE BEEN OBTAINED AND SPACKLQD AS PER SECTION 83025_ W FOURTH ANDERSEN � GYPSUM WAIJ.BOAtD 5d COOLERS 5d COOLERS 1'EDGE/10'FIELD Z 1 t ABOVE MENTIONED AUTHORITIEENGINEER*0 S ES NO RESPONSIBILITY FOR DELAYS M APPROVALS BY THE (C)A RATED CEILINGS t0 HAVE ONE LAYER OF 5/8'CHICK TYPEW FIRECADE GYPSUM WALLBOARD PROPERLY YPORT,MN 55003-1096 WALL SHEATHING E A t N I N G 7 1 t WOOD FASTENED WITH�JOINTS PROPERLY SEALED,TAPED,AND SPACKLED AS PER SECTION R302JO PLATFORM I 0 C C U P AN CY OR (G) it CONTRACTOR SNAIL DISCONNECT,CAP AND RE-ROUTE ANY EXISTING WATER,SANITARY OR (C)22.ALL CLOSET INTERIM BY OWNER. CONTRACTOR TO PROVASED ADEQUATE BLOCKING FOR OWER CONFORI5 TO AAMAffMDA 10Uf8.2-91 STR ICTIRAL PANELS 8d 10d SEE TABLE 33 w & STEPS S � AW F U L _ UTILITY LINES M AREA OF NEW FOUNDATION(CONSTRUCTION)AND SHALL USE NAND INSTALLED CLOSET INTERIOR DIAGONAL 50AFV 1 ALL WINDOWS CN PLAN I USE IS UNL 1� EXCAVATION N AREAS OF SUSPECTED UNDEIRGROUND UTILITIES AND SERVICES.F ANY LINES (C)25-PROVIDE In'GYP"WALLBOARD AT ALL WA15,TAPED AND SPACi LM,(3)COATS READY FOR PANT NOTED- TO NAVE A R.O.OF b'-10 In'TO BOTTOM OF HEADER NESS FSE!OAARD PANELS -- PER suPrORr W t WITHOUT C E RT I F C A I 'L- (_) � ARE BROKEN OR DAMAGED,IVE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OW UNLESS OTHERIUISE NOTED. INSTALL 1UG4DERBOARD'BEHIND AND AROUND TUBS,TOILETS,VANITIES, OTHERWISE I EXPENSE AND ARRANGE FOR PROPER INSPECTION of NIS WORK AND WASHER/DRYER AREA / ( � ��' �' -- PER SUPPORT _ � �r\ F OCCU P ANCY o z (G)20 ENGINEER AND CONSILTANUTS SHALL NOT NAVE CONTROL OVER OR CHARGE OF AND SHAT NOT (C)2k INSTALL OWNER SUPPLIED CERAMIC TILE AT NEW BATHROOM FLOORS,48'AT WALLS AND FULL HEIGHT GYPaM WMaLLBOARD 5d COOLERS 5d COOLERS 1'EDGE/10'FiELD 51.99 v ml BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR AROUND TUBS TILE AT FLOOR TO BE THIN SET ON 3/4'EXTERIOR PLYWOOD(B/C)SUBSTRATE_OVER SMOKE F NEW SHALL BE S M DED N ACCORDANCE WITH SECTION ALL 2020 RESIDENTIAL µ�o*v ed sd SEE TABLE 33 a' TW 49.79 t � � CODE OF NL-UI YOiRIC STATE AS MODIFIED BY THE NYS SUPPLEMENT. ALL SMOKE DETECTORS TO t B W ti k WOO N � .Ul PROCEDURES,OR FOR SAFETY PRECAUTIONS AD PROGRAMS IN CONNECTION WITH THE WORK, SUB-FLOOR PROVIDE MARBLE SADDLE AT DOOR PARTICLEBOARD PANELS ad Sd SEE TABLE 3E GA TE m BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED N A MANNER SUCH THAT THE ACTIVATION L)_ PLA TFO M � (� SiNCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.THE ENGNEER AND (C)25.NEW INTERIOR WALL TO BE in'GYPSUM UU41WAFO ON 2 x 4 FRAMING,16'OL_ OF ONE WILL ACTIVATE ALL EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DE=TECTOR DIAGONAL� TFANG O WALL oOD STEPS L STE S v__ CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO (C)26.INSTALL NEW CONCEALED PUT.DAMN LADDERS AT ATTIC EXACT LOCATION TO BE DETERMINED BY OWER EACH BEDRMUS to NAVE ITS OWN SMOKE DETECTOR ALL HALWIAYS ADJACENT t0 r x I o N x 8' 2-Sd 2-10d PER SUPPORT 1 2.5'E MASONRY 1 0 i , z CARRY AUT WORK N ACCORDMCE WITH THE CONTRACT DOCUMENTS THE ARCHITECT SHALL CC)21.ROOFING U,DERLAYMENT TO BE INSTALLED AS PER RWW.112),WDERLAYMENT APPLICATION BEDRor�'N3 M)87 HAVE A SMOKE DETECTOR r x�'or TONER 3-Bd 3-fid i'E8 St1fsPORT � a J +� 111 NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONtRACTOR, FOR ROOF SLOPES FROM TWO WITS VERTICAL N 12 WITS HORIZONTAL M-PERCENT SLOPE), CARBON MONOXIDE ALA"SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 8315 2020 FLOOR SHE ATN i N G J 1 TW 62.44 WOOD WALL ,,..nn � --N SUBCONTRACTORS,OR THEIR ASENTS OR EMPLOYEES,OR ANY OTHER PERSONS PERFORMING RESIDENTIAL CODE OF NEW YORK STATE AS MODIFIED BY THE NYS SlUPPLEMEHT m a) . 8 W 61.44 TW 62.34 WALL PLUMBER CERTIFICATION, � Q UP TO FOUR UNITS VERTICAL M(Z WIT SNORIXONTAL(33-PERCENT SLOPE),WDERLAYTMENt STRUCTURAL PANELS I'OR LESS 8d 10d W EDGE/12'FIELD Lli N c0 8 W 57.14 ON PORTIONS WOW, SHALL BE TWO LAYERS APPLIED N THE FOLLOWING MANNER APPLY A MINIMUM I9-NCH STRUCTURAL PANELS GREATER THAN IOC I6d 6'EDGE/6'F LD . w'n t LINE ON LEAD CONTENT BEF = -0 (G)2L THE ENGINEER AND CONSILTANfS ASSUMES NO RESPONSIBILiTY FOR PRE-EXISTING VIOLATIONS WIDE(483 MM)STRiP CF WpERLAYMiE T FELT PARALLEL WITH AND STARTING AT T14E EAVES, ALL LUMBER TO BE A MINIMUM OF DOUG FR CONSTRUCTION NUP1BER 2 OR BETTER DIAGONAL.BOAR SHEATHING '2 3 1 CODE/ZONMG DEFICIENCIES AND/OR NON-COiUOR'IING UL'�)AGE'S FASTENED SUFFICIENTLY to HOLD IN PLACE. STARING AT THE EAVE,APPLY 36-MGH-WIDE UNLESS OTHERWISE SPEGFIED r x W or r x V 2-ed 2-iOd PER SUPPORT m ' CERTIFICATE OF OCCUPA c � (a r x IV or UDDER 3-8d 3-10d PER SUPPORT 0 �' (G) 22.THEPROPOSED ADDITION SNA�U.Not CAUSE THE EXISTING MECHANICAL SYSTEM1(HEATING AND (914 MM)SHEETS OF tANDERLAYM1ENt Ov1=RLAPPMCs SUCCESSIVE SHEETS 19 INCHES 14831'1"'U TO PREVENT GALVANNIC CORROSION ALUUMMM AND COPPL9R SNAl,�T BE M DIRECT -y- ' 'y" 7 WALL SOLDER USED IN WAT rt U � PLUMBING)AND ELECTRICAL TO BECOME UNSAFE,INSANITARY OR OVER LOADED AND FASTENED SU FICiENTLY TO HOLD M PLACE DISTORTIONS M THE WDERLAITIENI SNAIL CONTACT UT14 EACH OTWR,1NIS INCLUDES COPPER PRESSURE TREATED WOOD(ACQ) 1 HAULING REQJIf�MIt3NTS ARE BASED ON WALL SHEATHING NAILED 6'ON CENTER At THE PANEL EDGE F WALL V`- 62 1 62.9 t 62• 0.9'E tu (G)23 TWE CONTRACTOR SHALL PI301RDE ALL RECUR RED K91RAMM AND MSURAINCE CERTIFICATES. NOT INTERFEREWITH THE ABILI'T'Y OF THE SHINGLES SEAL FOR ROOF SLOPES OF FOUR WITS 81EATHIG IS NAILED YON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILWs , SUPPLY SYSTEM CANN and OTWR COPPER WOOD IMATM V WHERiE USED(-PLATES and SiLLS 1N EXPANDED WOOD STEPS t- �'� vERTICAI. N>T WITS HORIZONTAL 133-PERCENT SLOPE)OR GREATLTR UNDERLAIT'ENT SHALL CONTACT WITH GRADE) ALL FASTENERS T STAINLESS STEEL INCLUDING RAILS. RECe)IREMENTS FOR sraNcnRAL MEMBERS SHALL BE DOLLED,OR ALTERNATE coNNEaoBs,SUCH AS at GLIDING DOOR ? 62.38 W EXCEED 2/10 OF 1% LEA , N-- O CONCRETE t STEEL NO 1 L� SMEAR PLATES BHAU.BE USED TO MAINTAIN THE LOAD PAM 0 J 8 (5) L ALL CONI. tE TO BE 3000 PSL 28 DAY TEST and MUST HAVE 5 to'176 AIR-ENtRAI i•ENT AS PER BE ONE LAYER APPLIED N THE FOLLOWING MANNER tWDERIAIT'ENT SHALL BE APPLIED SHINGLE PROOF OF PRODUCT MN15t BE SUBMITTED TO INSPECTOR AT JOB ShtE ' B 62.2 Q ` W_ ,� 2.WAaEN WALL SHEATHING IS CONrhU01U8 OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SMALL. Q '. '. . . 6' 0 J`- (R 402 21 PROVIDE 51V DIAJMIEIER x a'LCNCs lT PENETRAt1oN INto CONCRETE)myth 3'SQ FASHION,PARALLEL TO AND StARTMG FROM THE EAVE AND TAPPED 2 RHES,FASTENED 3 t AR .. � BE PERMITTED TO BE D TO I-16d NAIL PER FOOT, ?> "�j 3 •:-S 1.72:. : :•: - :.:S, Q _( WASHER/PLATES ANCHOR BOLTS SPACED A MAXIMUM OF 32 INC-4-ES O.0 ANCHOR BOLTS SHALL (C)28_ICE BARRIER IN AREAS WI4ERE THERE HAS,BEEN A HISTORY OF ICE FORMNG ALONG THE 3,CORROSION RESISTANT I GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK iBC FOR 0 p I ;. ;.•.... . . .• . . � U - ALSO BE LOCATED WITHIN V INCHES FROM THE ENDS OF EACH PLATE SECTION.EXCEPTION: EAVES CAUSING A BACKUP OF WATER AS DE515NE7ED IN TABU-ER30L 2(1),AN ICE BARRIER THAT G� ADDITION RMIREI'ENTS Z O • :.MA50NR Y . -..•. '.:.'.. 0 FOUNDATION ANCHOR STRAPS,SPACED As REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE To CON5ISIT OF AT LEAST TWO LAYERS of UDER AYM EM CEMENTED TOGETIER OR OFA CONTRACTOR TO VERIFY A EXISTING O o 6. Z •. V2'DIAMETER ANCHOR BOLTS AS PER(R 403_L 6)PORCHES,CAROM SLABS,STEPS EXPOSED SELF-ADHERING POLYMER MOPPED BITUMEN SHEET SHALL BE USED N LIEU OF NORMAL. FOOTINGS AND FOUNDATIONS PRIOR TO w ' �• • . . . .'. w 0 "� W Iii RIM C E :': . PLUS g 1 TO THE WEATHER AND GARAGE FLOOR SLABS TO BE 3500PSI AS PER(R 402,2)FOOTINGS TO WDERLAYMENt AND EXTEND FROM THE LOWEST EDGE l3=AVE)CF THE ROOF SII�ACES t0 A THE START OF CONSTRUCTION.BRIM ANY 0 0 " t '' : : " p �� 1 T G --r z BEAR ON YIiYaN OR UNDIS1l E3ED SOIL Z w w t0:-. , : 58.66 p �tLu PONT AT LEAST 24 INCHES(610 MMD INSIDE THE EXTERIOR WALL LINE OF THE BUILDW-1 AS PER 90512, ao ao .•. .Fj 4.•19- w • � , ,CTE (5) 2. BOTTOM OF EXTERIORF001MC�i AND/ORGRADE DAMS TO BE 3-0 MINMIM BELOW GRADE D( REPANCIES �0 THE ATTENTION OF THE Q C� = N = PLS Pit;':1,1- y > (S) 3_ SOIL COMPACTION t0 BE NO L175S THAN 96%MODIFIED PROCTOR TESL (C)29.ROOF AND VALLEY RA54NG TO BE INSTALLED AS PER 8905.2.8 FLASHINGS.FLASHING DES GN PROFESS ONAL J 0 �� � :: a? 2 7.5' N . ) O� 8,WATER w- ;c �v�-D � gn � C5) 4. STEP FOOTINGS DAMN AS REQUIRED t0 YII3'sIN SOIL FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTIOK FLASHING SHALL BE APPLIED • 3 .-: ' � t6 o'o. . •, .• � 64.3 + (5) 5. MAXIMA STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY UJHERsE BOTTOM IN ACCORDANCE WITH T1415 SECTION AND THE ASPHALT SHNGLE MANUFACTURER'S HEATING Alc, AND PLUMBING - PRWNTED INSTRUCTIONS. 8905.2.B 1 BASE AND CAP FLASHING;BASE AND CAP m 64!( 14.0' PROPOSED 2nd FLOOR T o m 64.2 T1 `TING_$�FORE COVERi� OF FOOTING ELEVATIONS CHANCE CONTRACTOR TO FUROUT OR BOX OUT INTERIOR RENOVATION o� V) ELECTRICAL (5) 6_ ALL EXPOSED CONCRETE TO BE AIR ENTRANED. HAWING SHALL BE INSTALLED IN ACCORDANCE WiT14 THE MANUFACTURER'S INSTALLATION WALLS AA NECESSARY TO RUN PIPES OR o (S) 1 FORMS TO REMAIN N PLACE 3 DAYS MINIMUM, INSTRUCTIONS BASE FLASHING SHAD.BE OF EITHER CORROSION-RESISTANT META_OF A/ RIDGE EL 89.7 y U BE RE OVE 70 e urvr d� RECTI®1.Z REQUIRED (5) 8 PROVIDE SLEEVES N FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL,PLUMBING, MINIMUM NOMINAL 0.019-NCH(0.483 MM)THICKNESS OR MINERAL-SURFACED ROLL ROOFING DUCTS. F NEEDED DRiLL AND NOTCH � Z WALL I 0 2 s TOR - 13E REMOVED MECHANICAL,ETC-COORDINATE WITH OTHER CONTRACTORS,AGENCIES,ETC.AS REQUIRED. UEGHNG A MNIMUM OF 11 POUNCS PER 100 SWARE FEET(316 KG,MM2). CAP FLASHING STUDS AND PLATES AS PER SECTION 1Z 0.6'E o D WELLIN I 65.04 w (S) a BACCFILL SHALL BE PLACED INf1'LIFTS AND COMPACTED TO%%MODIFIED PROCTOR DENSITY. SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-MCN(0 483 MKI RbOl b TO RbOl(b. I OF THE 2020 Q (5) 10.SLABS ON GRADE SHALL BE MINMUM 4'THICK 3000 PSI CONCRETE(INTERIOR)3500 PSI CO 0 iE TI410Q SS RW5.2.8.2 VALLEYS.VALLEY LININGS SHALL BE MT41.ED IN ACCORDANCE TW 62.91 N / t BC 64.54 � (EXTERIOR 1 GARAGE FLOORS)WiTH 6'X6',10/10 WELDED WIRD ME-%L PROVIDE 6 MIL VAPOR BARRIER WITH THE MAMFACTUiRER'S INSTALLATION INSTRJCTIONS BEFORE APPLYING SHINGLES RESIDENTIAL CODE OF NEW YORK STATE � sw 619' t 7 � ® =- r. (S) IL ALL CURBS,SIDEWALKS,ETC DAMAGED SHALL USE REPLACED. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 0 C+•-O � -�` � F.F.B65.1 13'7• O •" (5) 12-PITCH GRADE AWAY FROM BUILDING,STORM WATER 15 NOT PERMITTED TO FLOW ONTO W _ ABUTTING PROPERttES A FOR OPEN VALLEYS!VALLEY LINMra EXPOSED)LVED WITH METAL,THE VALLEY J WOOD CON C. n 2 STOR 7"t z 11E (5) 13.CONCRETE FOUNDATION WALLS 1'0 BE POURED MIONOLRHFC NO HORIZONTAL JONTS SHALL BE PLACED LINING SHALL BE AT LEAST 24 IN(WES WIDE AND OF Aly OF 11•EE CORROSION 1 GA TE t Tn IN WALLS WITHOUT THE WRLTTEN ItPPROVAL OF THE,E1JCII,UR OR ARCWTECT OF RECO- -RESISTANT METALS N TABLE 8905 2.8_2 1 Li- 65.7 - (5) 14.1'ROVIDE ACCESS E CROSS vETITS M ALL ATTICS t CRAW_SPACES VENTS t0 BE A MINIMUM 15G1 FT v 64.6 MAS; 19.2' O1 �i 1 ' C 64.69 PL INTER WO - B-FOR OPEN VALLEYS,VALLEY LINING OF TWO PLIES O MINERAL SURFACE ROLL ROOFING, 1 C 64.49 t GATE ON UNDER FLOOR AREA AS FEF:SECTION 8408 COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M,SHALL 13E PERMITTED, a- EX FRONT 6T00i)'grid BITUMINOUS 2 rC, lot FLOOR s (5) 6.ALL WOOD SiLLS M CONTACT WITH SOIL,MASONRY,OR t0 BE PRESSURE TREATED, TIRE BOTTOM LAYER SHALL BE( INCHES AND THE TOP LAYER A MINIMM OF 0 - 1 STEPS t0 fit1MiA and DRIVEWAY p BC+ s g 9 W,tIERI RENOVATION AS PER SECTION 8311 AND 8318. 36 INCHES WIDE (5) 16 PROVIDE COPPER TERMITE SHIELD AND SILL SEALER PROVIDE PROTECTION OF WOOD and WOOD BE RESURFACED 2 1 w C FOR CLOSED VALLEYS(VALLET COVERED WITH SHINGLES),VALLEY LINING OF ONE PLY OF SMOOTH ROLL BASED PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CGJCRETE ON BOTTOM ROOFING COI1PLYNG UITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED J� r� >? O0 - ',.W and I/1'on SiDES and END AS F'ER 8311 N ITEMS I AND 2 ABOVE SHALL BE PERMITTED.SELF ADHIERhJCs POLYMER MODIFIED BITUMEN �' y N O w = ;' . 14i (5) tl THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE WDERLAYMEN•T COMPLYING WITH ASTM D 1910 SHALL BE PER111TED N LIEU OF THE LNING MATERIAL 'S' v`� _ DAMP-PROOFED WiTH AN ELASTIC COAL TAR BASE,SELF PRIMM3 BITUMINOUS PLASTIC CEMENT. T p� (o co to PROMDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. (C)30.PROVIDE DRIP EDGE AT EAVES AND GABLES OF SNMGL-E ROOFS OVERLAP TO BE A '_ MONUMEp 0�SGC(o Tc 62.42 U U rC 62.7 t TC 63.30 ONUMENT w (5) 18 BEARING PLATES SHALL BE PROVIDED FOR STEEL Rc£STWs ON MASONRY: MIN"OF 2 INCHES(51 MM). PAVE DRIP EDGES SHALL EXTEND OZ NCH(6,4 MM)BELOW � FOUN � BC 62.22 _ m BC 62.58 BC 63.10 M FOUND Q (5) 19.MINIUM STEEL PROTECTION 3/4'FOR SLABS,1'FOR INTERIOR FACE UTALL5,1-IJ2'FOR BEAMS AND SHEATHING AND EXTEND BACK ON THE ROOF A MINNUM OF 2 INCHES(51 MMU. DRIP EDGE - - ..� • GIRDERS 2'FOR COLUMNS AND EXTERIOR FACE OF WALL'S,Y FOR FOOTINGS,PERS AND PEDESTALS SHALL BE MECHANICALLY FASTENED A MAXIMUM OF D INCHES(305MM)ON CENTER A CRICICE'T , 60.9 f• 62.7 r ' - (5) 20_WELD BASE PLATE TO COL.",PRO'ViDE(4)11'LONG 314'DIA.(A301)ANCHOR BOLTS WELD PLATE TO OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY C 4[M EY GREATER THAN 30 INCHES 115.22 O ��• e '. ,:;t, ' TC 60.38 TC 60.86 TC 61.99 TC 62'.2 TOP OF COLUMN,PROVIDE(4)344 DIA.(A325)BOLTS STEEL.FLITCH PLATE TO 13E BOLTED WITH 5/8 DIA WIDE CRICKET OR SADDLE COVERINGS SHALL 13E SHEET METAL OR OF THE SAME MATERIAL AS BC 60.28 BC 60.76 1 / HC 61.89 BC 62.0-� �' • BOLTS WITR WASHERS,16'OG.STAGGER TOP AND BOTTOM,(2)BOLTS 11'FROM EACH END.ALL NAILERS ROOF COVERING AS PER 8905285 DRIP EDGE TO BE BOLTED WITH LV DIA GALV_TWO"BOLTS WIN WASHERS •VOL-STAGGER TOP AND M)A ALL NAiLERS TO BE BOLTED UUT14 Y DIA(GALVANIZED AT EXTERIOR)THROUGH BOLTS UTH WAsWRS ' 59.68 60.05 60.41 61.07 61.78 -IRI 87 6 T.96 . ` BOTTOM(,PROVIDE BLOCKING AS NECESSARY: *16'OL STAGGER TOP AND BOTTOM,PROVIDE BLOCKING AS NECESSARYt PROVIDE FL�M'.s AT ' , (5) A F REQUIRED IT 15 THE CONTRACTOR'S RESPONSIBiLTY TO VERIFY BY A SOIL TEST,A MN"SOIL BEARING TOP CF EXTERIOR NAILERS S 60042'20" W 100.00' CAPACITY OF 2000 LB/5C,1 Fl:A5 PER(840141)OF THE 2020 RESDENTIAL CODE OF NEW YORK STATE (C)32.1 2,5 FASTENERS FASTENERS FOR ASPHALT SNMGLE5 SHALL BE GALVANIZED 5TUEFLL, vv - $ (5) 22.FOUNDATION WALLS TO TIE INTO EXISTING WALLS WITH 5 RODS AT W O.G.VERTICAL DRILLED DOW AT STAINLESS STEEL,ALUMNA OR COPPER ROOFING NAILS, MN"11 GAGE 0105 MCH(2bl MM)SHANK � " 45 DEGREES(AND GROUTED W INTO EXISTING FOUNDATION WALLS. RODS TO EXTEND INTO NEW AND , + 6 49 62 20 •• EXISTING WALLS 8'MNIMUM_ WITH A MINIUM 3B-MCN l95 MM)DIAMETER NEAP,ASTM F 1661,OF A LENGTH TO PENETRATE 59.93 (S) 23 ALL STRUCTURAL 51EFLL FABRICATION AND ERECTION fNCLUDNG ALL CONQEC710N8 SHALL THROUGH THE ROOFWs MATERIALS AND A MNMUN OF 3/4 INCH(191 MM)INTO THE ROOF SHEATHING. WHERE THE ROOF SHiEA1NNG 15 LESS THAN 3/4 INCH(131 MM) THICK THE FASTENERS SHALL ' G L[E.N C Aom&& irmmb,em :Y', CONFOR 1 t0 LATEST AUS>:�SPECIFICATIONS PENETRATE 7NROUSH THE SHNzA1NhNG FASTENERS SHALLCOMPLY WITH A57Ff F 1661 (S) 24_ALL SYMMETRICAL SECTIONS Di=SIGNED FOR ALLOULABLE WIT STRE55 IFb)of 24000 P51 (C)33.8905.2,b ATTACHMENT: ASPHALT SHNGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRm I • INION-COMPACT SECTIONS DESIGN FOR 22 00 P,SJa ALL OTHER SECTIONS DESIGN FOR 22,000 PA , : (S) Z.ALL FIELD CONNECTIONS SHALL BE A MINIUM OF 5B'DIA.BOLTS(A325).SHOP CO�CTIONS TO BY THE MANUFACTURER FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF BE BOLTED OR WELDED. WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE �T WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 9 WITS HORIZONTAL(161 PERCENT),SPECIAL - - - 1 j PROPOSED ist FLOOR : . (S) 26.ALL IIELDNG SHALL CONFOR•I'r0 AIS)✓-AND AMS SPECIFICATIONS �T1.lOpg OF FASTENING ARE REQUIRED.POOR ROOFS LOCATED WHERE THE BASIC WIND SPEED 15110 MIPHI � I=LOT �I �� INTERIOR RENOVATION � • ING NOTES: OR HMER,SPECIAL METHODS OF FASTENING ARE.REQUIRED SPECIAL FASTMNs METHODS SHALL.BE TESTED � +- (F) L ALL HEADERS TO BE SUPPORTED BY 4'X 4'POSTS UNLESS OTHERWISE NOW. N ACCORDANCE UM ASTM D 3161,CLASS F ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABII_INDICATING W SCAT-E. 1' = 20'-0' (F) 2 1212 x 8 WADERS OVER OPENINGS UNLESS oTHERuSE NOTED COMPLIANCE WITH ASTM D 3161,CLASS F. J 1 • � DISTRICT..-._..._..�_.__�....1000 PROPOSED 2nd FL OR (F) 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS t ARM ALL OPENINGS,SUCH AS STAIRS (C)34.IF PROPERTY IS IN WND-BORN DEBRIS REGION ALL GLARED OPENINGS SHALL p Q AND SKYLIGHTS DOUBLE JOIST UNDER ALL POSTS. NAVE IMPACT RESISTANT GLASS AS PER(SECTION 83012.L 2), a �ctloN....__._..__.- .083 mm INTERIOR RENOVATION � 77 (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID BLACKED At MiD SPAN OF WALL MINIMUM BEARING 1 (0) Q Ura ,, BLOCK._-..._______.._.__ OLIN OF FOR JOISTS 1013E 3 I!1'AN INTERIOR PROVIDE WOOD (OR) PANELS OVER ALL GLARED OPENINGS AS PER 'I LOT._-------_001000 TO 3'Vt3d�TM�UGFr laJ OF TO 3'488 TNd71YsF1 l3?Gf TO 3'v8R TFROUCiN ROOF TO 3'VE)tf ZONE._._.__--___ _-R40 (F) 5, FOR HEADERS OVER 5-0 LONki USE DOUBLE JACK STl1D5 (SECTION R30L 2.t 2),(EXCEPTION)OF THE RESIDENTIAL CODE OF NEW YORK STATE �� � (F) 6_ PROVIDE SOLID BRIDGING FOR WOOD JOISTS,MAX 8'-0'OL_ WOOD STRUCTURAL PANELS 8HAU NAVE A MINIUM THICKNESS OF"IAO INCH AND A • (F:) 1 ALL CAP PLATES TO BE DOUBLED,AND NAILED WITH 100 NAiLS AT 12'0C. MAXIMUM SPAN OF 8 FEEL PANELS SHALL BE PRECUT SO THAT THEY SHALL BE I vr ----I_IT I>R• ----to'---, Z O N I N Ox CALCULATION S (F) 8 ALL WOOD FRAMING TO BE MINIUM OF 8'ABOVE GRADE ATTACHED TO THE FRAMING MOWING THE OPENING CONTAINING THE PRODUCT I10' 11 I'r ;It*. 1 j�' (F) 9 ALL INTERIOR WALLS TO BE FRAMED WiH 1'X 4'STUDS+16'OL, WITH GLARING OPENINi PANELS SHNAI L BE SECURED WITH NO B SCREWS AT 12'OL- i l @OLIN I P10D_SAT14 i LOT AREA ...__._._....___.._. ____-__._..__..____.__25,500 5t-.FT. '1' ._° (F)10. PROVIDE SOLID BLOCKING WDER ALL POSTS BETWEEN!FLOORS TO TOP OF FOUNDATION WALL MINIMA 1114'PETE TRAtION Mt0 THE WUdLI FRAMM's At OPPOSMCs ENDS IL�av i s tn�a'ii I v `a` V b'i ' EXISTING DWELLING,FOOTPRINT.____._....____._._., _ �._._._--___.2291 5Q FT. '� � .ice' (F) IL ALL SHEATHING SHALL BE W'CDX EXTERIOR GRADE PLYWOOD,NAILED WITH 8d CA'N'TON NAiLS+b'O.0 (C)35 ALL NEW WINDOWS SHALL HAVE A MNIMRM(DP)DESIGN PRESSURE RATING OF 30- i 1 TOTAL BUILDING COVERAGE -_-2;91 5Q FT_ (EIDE. LOT COVERAGE) AT PANEL EDGES AND•NTEWIEDiATE SUPPORTS N THE PANEL FIELD OR FOLLOW NAILING SCHEDULE_ (C)36.PROVIDE JAMB CLIPS AS PER MANFACTURES SPECIFICATIONS AND(SECTION R60%1) __._--•--__._._...___._ I o, PROVIDE SOLID BLOCKING AT ALL SFEATNINs EDGES OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE I V2• W- st I In• or- sT SETBACKS: (F) 12•ALL SUB-FLOORS TO BE 3/4'PLYWOOD HALED WITH SD at 6'OAC. (C)31 IF SOLID 2'X 4'MLLION 16 NOT'NDICATED ON PLANS PROVIDE STEEL MULLIONS F R O N t 7 A R D (F) 13 ALL WALL CORERS TO BE MR THREE STUDS NAILED WITH 100 NAILS AT 12'OL- ON ALL NEW WINDOWS(AS PER SECTION R6WW). �' I y/• REQUIRED...._._._.--_-.^.- ' (F) 14.BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPORTED EDGES OF PLYWOOD_ ALL STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM TO AS_T1•L SPECS 3' a• PROVIDED _ __.439'-EASTes-(No auwsE) (F) 15.ALL NAILS,BOLTS,AID FRAMING HANGERS TO BE HOT DIPPED GALVANIZED. SIDE YARDS � u (F) 16_ALLOW A MINIMUM OF iS'BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT Ei Er r& ��� REQUIRED. 15-'/ZOO: .160 SIDE YARD AGG. OR PROVIDE 30 YEAR PRES"E TREATED LUMBER(ACQ), (E) L ELECTRICAL CONTRACTOR TO COORDINATE W/OUNER f OTHER TRADES. 1 trr I in' I in, $i2, ISO. I la' I Irl' PROVIDED. ._-__.__-131'/n('.- _._.__._._._._-_._-.-.31.4'SIDE YARD AGG.-EAsTW%-(No csuwsv Date: (F) tl PROVIDE DOUBLE HEADERS AT ALL FLOOR CEILING,STAIR AND ROOF OPENINGS ALL (E)2- ALL ELECTRICAL WORK IS TO WIFLY WITH NEW YORK STATE,NATIONAL ELECTRICAL CODES I-- --- - - ---�-- ---------- ------I --� REAR YAR D 1112' 1t t2' 1I v2' I i v2' 111/1• 1t t& 110, 110' REQARED. -.. 50ol ,x2242021 HEADERS TO i E A MN"OF(2)2x8 UNLESS OTHERWISE NOTED ON PLANS AND NATIONAL.FIRE PROTECTION ASSOCIATION,CONVENTIONAL OUTLETS TO BE 18 ABOVE FN. I 1 I I I 1 1 FLOOR UNLESS OTHERWISE NOTED, h+Ee► I I I I NEW MASTER BATH 1 I PROVIDED._._ ._- ._.___ 4B333-ExlsTn�-r�rt MUFF-cryo cElaac,E) Drawn (F) 18 FLOOR JOISTS SHALL BE DOUk31ED BENEATH ALL PARALLEL PARTITIONS OR BLOCK•16 O C. (, �-e') r c►a -w Neu NIN (CA 01-W) (E) I PROVIDE GROUND FAULT CIRCUIT NTE�IPTER OUTLETS AS PER CODE. 1LAV_ r s`tar ,ow I ter-r K,-r 1 LAY_ I LAV_ (W-ff x t-r) i i r(,ri�'-r') LOT ARE A (F) i3 STAIR TREADS SHALL BE 1 V4'THICK CLEAR OAT(,UNLESS OTHER ISE NOTED_ o o xa'-')NEV NEW I REQUI�Ep ____. 43.5b0 S.F. E_ MOLTER (F) 20. ALL STAIRS SHALL BE N A=)RDANCE WITH(SECTION MILT and KYB_2016 SUPPLEMENT and 83084.6)_ (E) 4. ALL ELECTRICAL CUTLETS SWITCHES,LIGHTS AND WRING SNAIL BE UL CERTIFIED rt�11 sw wv Dom I PROVIDED.__.__-._._. -)5,500 S.F. (F) A DOUBLE ALL JOiST AROUND FLC�CEILNG,AND ROOF OPENINGS,USE JOIST NANLSM. AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES = p11t Luc. 7a , L o T c o v E R A G E Project (F) 22.ALL WOOD CONSTIRUC•TION CONNECTORS TO BE FROM SIMPSON STRONG-TIE OR EQUAL (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC,TELEPHONE,ANTENNA AND 112'nmp 1�' 1 aT REQUIRED.__,____ _._._�._.._.20An 2020-5S (F) 23 ALL EXTERIOR WOOD CONNECTORS TO M HOT-DiP GALVANIZED(WDG)_ CABLE LV_SMUCE WIRING AS REQUIRED_ E PROVIDER-____-._.___._.__._.___._.____....._..._._.._... Sim (F) 24.WALL CONSTRUCTION-WFCM Pf2E5CRIPt1VE METHOD WALL li2AM1NCs AND FINISHING (E)6. ELECTRICAL SYSTEMS SHALL BE INSTALLED M ACCORDANCE WITH THE REQUIREMENTS �' I Mrs• I v1• 12' 112 r H E I G W 7 - SHALL BE NAILED AND OR SCFEUED M ACCORDANCE UT14 TABLE 3J UFCM 2015 EDITION. OF CHAPTERS 34-43 2020 RESIDENTIAL CODE OF NEW YORK STATE 3' 3' 2' 2' REQUIRED._._. _ ___ --STORIES r 35D' �,,,,,,, (F) 25.FLOOR CONSTRUCTION-WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE (E) 1 INSTALL NEW EA4AU5T FAN AT LOCATIONS NOTED MINIMA 50 CFM OR OTHlMW6E NOTED, PROVIDED �..2-STORIES or 25.45 -= "1rl NAILED M ACCORDANCE WITH TABLE 31 WFCM 2015 EDITION. EQUIPPED WITH META_WEATHER HOOD,BACK DRAFT DAMPER AND INSECT SCREEN! � TO 1765•NL4N THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE,BELIEF, AND PROPESSIONAL JUDGMENT ARE IN COMPLIANCE WITH THE 2020 SE�et• (F) 26_DRAFTSTOPPMCs SHALL BE PROVIDED AS PER 550213!and 2D ar FANS LOCATED IN WALLS E LIE FLAT J MAXIMUM COUNTER f A THOSE MOUNTED N RESIDENTIAL CODE OF NEW YORK STATE AND AS PER (R 3012-U)DESIGN CRITERIA and ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST (F) 21-FIREBLOCKMG SHALL BE PRoNID>=D A5 PER R 5m2.13,R6o2�and R3mZJL ROOF to BE PROPERLY ILFATI�R-StRIIPPED AND coWtER Fa.ASNED A5 PER SECTION MIST. AND PAPER ASSOCIATION IAF t PA) WOOD FRAME CONS'fRLICttON MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM). (F) 28.ROOF ASSEMBLIES-WFCM PRE,IMIPTIVE METHOD (EE) S ELECTRICAL SYSTEMS:(a)ELECTRICAL CONYENIENCE RECEPTACLE OUTLETS ARE TO BE PROVIDED,IN ACCORDANCE WITH SECTION E3901(IRC),(b)AT LEAST ONE WALL SUTC 4 CONTROLLED LIGHiTMG OUTLET TO BE INSTALLED t0 PROVIDE ILLUMINATION ON THE EXTERIOR CL"am A Pifer� CLIMATIC AND GEOGRAP TIC DESAME IGN -(SUFFOLK COUNTY) F-3 3 EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL ACCESS N ACCORDANCE WITH I L U1 151 NG R 15E I` D ( RA of E39033(iRC),(c)PROVIDE CFC) N ACCCX2DAJNCE WITH SECTION E3902(IRC),ld)ALL UINDDESIGN SUBJECT TO DAMAGE FROM FR£CLEPTACLE OUTLETS N GARAGE MUST BE PROVIDED WITH GFCI N ACCORDANCE WiTH SECTION GROUND SEISMIC FROST WINTER ICE SHIELD E39022(M), ALL FIXTURES SUPPLY LINES TO BE 1/2'COPPER EXCEPT LAV.AND W.0 TO BE 3/8' SNOW SPEED° TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN LME DESW4 UNDERLAYME]JT FLOOD AIR FREEZING MEAN M ML14L (E) % GROLNDING SYSTEM and GROWDNS ELECTRODE ARE To BE PROVIDED PER E3601 and E36M COPPER. ALL WATER LMS UNDER CONCFZM TO BE 'K' COPPER CA.S.LOCATED LOAD (MPH) EFFECTS` REGION' DEBRIS ZONE" CATEGORY` IMAnERW." DEPTH b TERMITE° TEMP. REQUIRED MAZAF089 INDEX TEMP 2020 RESIDENTIAL CODE OF NEW YORK STATE AS PER N.Y.S.CODE. 20 PSF 130 MPH No NO tA�r FROM al B SEVERE BOF 3ft MOD_to BELOW VIES X 599 51 CNA YA SI CE B% HEAVY L3 ..� Lj Revisions: NEW GIRDER 51STMM TO EXISTING.EXTEND PAST EXISTING SUPPORT POST NW 2x12 P-T, EXISTING STAIR STRNGERS at STRINGERS 16'OL. I ------------ - -- - I `-`` NEw I'-0'DIAM x 3'-0'DEEP POURED CONCRETE PIER ' - - FOOTING with GALv METAL 2 A I - - - - POST ANCHOR AND 4X4 P.T. 4ofl bollEX - �F OL_ I NEW l2) xb F'_T. I > POST.(TYP FOR 5) NEW 2x8 A:= FJ-at 16'OL- EXISTING FIREPLACE and 04IMMEY TO BE REMOVED Le REAR PLATFORM EXPANSION FLAN EN r - IX. CASE. N l(�K � EX. CASE. NEP AME � IX. CAS . j ) _ IX. CASE. SCALE; 1/4' = P-0' 1002" 4'-0' x 0-0 1002" 6'-0' k 614 16'x72' 4'-0" x 6'-0' 1002' EX HDR I EX HDR-------------- - - -- I NEW/2)t.1�'x14 LVL----- EX 14DR. I EX HOR I X -----------------------------1------------------------------ I N ZI N I Itull 4 r-- ------------ --------- t\ 0 i . -------- --- ---------- HET(fG0p�p - --------- -A9PxTO -.n At/l/ i IN-if- 4'-4' QU 9Z;Ax I7'-0' v 11 c 1 !O� - - - I NEW l2)LTS X I4 w ,t��l i FREESTANDAdGG ,' b'-b' li z I , - \ ` FIREPLACE _- �� NEW 62 Q I R STORAGE ;; �� A11 = ' i Z EX 1 , I ----------i i- 0 - - - `.\ (cxcA ►20'-m•) ��� ; NEW 1x4 FLOOR SLEEPERS I 13R I , ; 1 O ST ISI 8t OG u w ;. - I - I ;i UP `� I ,' 0 '' DN "' `� III `^ w Q I 1 L--------------i 14R �\ I ,� IR ($=10'6'-82 7 O - `r ---�' O Q 1 ♦ I ---- N t -F = y rJu IN— ( )1x10 W o I'( � t�lU MASTER BEDROOM '° " Q� - H I I _ v I I \\`� I , ---t (13'-0'X 19'-V 111 V I!� MOD,SITTING AREA _ _ ttL b'-TxW-10`) - NEW l3)L15 25./LI%YIL with lU I . ----------- ----- - ---- --- - _ ----- -------- ---- ---- _ _ _ ----------- ---- PO�ER "n ; z 0 - ` tt'LAti:S--fFLt1SF#)--- -------- O x Will ICIL ----I I ,�1' { ------------------ �� i �' DRYER TO BE VENTED-= �pO� � I NEW CONSOLE I I .r , I with (WIDE) -- ; i t0 EXTERIOR AS PER NrNEW LAUNDRY, ----", ; `� I i� (R150U) LLA i;Glk ) I ------- •• ' ' \`I -- J N O // L 1I 1 , _ I I X ( Rp— IIII2' / wACI ltd DRYER I9Q1' I I ---- -----rP ----'----' W II f� I NEW(2)L15khjP LVL at 8Y AFh----- - L------- 2x4 FLOOR SLEEPERS 4 1 I NEW 32'- � a '�L> I r 3 � ..:�1�_ .._ rn 1 1 _ 3 -II r l 5-10 I 5 of 1 1I I {SL2x J. >�BL _ l3)LT5k1Z _---LA-with------------ ---- 4 �11!1 I 11 at 12'OL_ OVE r OYEPt 1 ------------------- ----� NEttJ-f7T0.15'x"t`S�EL '� REUSE EXISTNG SPIRAL STAIR — V °' I _ TI - 1 - I � I 1 -- ____ T I- I I I NEU AS - .l;C 3-0' _ MOD.SI'1?II�s AREA e _ Flom FIRST FLOOR- I I (2)2x I� , 1 CJk --------- I OO I I I L U SI ' I EX.ENTRY C=OYER I wG � LL OF WINDOW TO BE A MINIMUM OF 60 `n W M S ATN w FROM FLOOR SURFACE OF TUB.(F SI I I I I II ? m Ll (04:+e'-e') w I CLEARANCE TO SIILL IS LESS THAN 60' II 11� SII _ I11 2 -5' I I u I' i 36 I I I I x x u� I (t2'-0'x l'-9') r y EXIST.2x8 F.J.F1 Sr Q I TEMPERED Gl-AZIMIG I 11 'ii iil 'ii II t"1?'-O a �� lig L lJ ,�---� -�=�----a, - _ - x ��REQUIRED) I I I li -n --�-- p- r III III Ifl { ;I I ��f _- 2 w `O cinQ - 1 IIS _ _ SII IIS--- --- 'll < I V • 1 �t- _====Jj LLL = I I NEW k4$' I at 0 I L I ' I I ISL L L1 I c W ' 1 v ( I I 21-b' 3'-0' 0' -11 4'-5' 2'+0' `r CALL 2 Iw • r 11 NEW3s�J5c80' ' I 3'-2' I I - 1 R I r----- -------------1 , j I . VGIwT� I '� i % I -i.• <C) j ------i W l2)L15 X 14 NEIVV 11 _------ ---.c - , i 13'-II• 1 NEW ( 10080-4 \ / \ \ MOD.KITCI4EN `� � NEW MECHANICAL EXHAUSTIL I I . _ ........__ GIl)AD- 10 DOOR __ ' / \ (CA 481-V) � _ �� FAN l YENT.W TO OUTSIDE) 6'-b' b'-10' I /V41 / 1 \\ I I I AS PER(83033) - .•. 4-W!2)2 X11 - - DC. CA5E. -- - ------ REL CASE. 2"- - _ 72'x7211 -------------------- I . ----------- -----------_ - - -------------------- - --- NEW ALUMNLM TRIM !COLOR BY EX FRONT STOOP and O I I I STEPS to REMAIN and BE RESURFACED EX. CA5E. I EX. CASE. — -------- A_ -------- 28'x72' I 28'x72" ------------ V V -- ----------------- boll I ' LJ I I I I 1 or- ;A, F;A, LEGEND: t ------------- EXISTING FOUNDATION WALL with ��, ® NEW WOOD POST (ABOVE) ------------- NEW FOUNDATION WALL with , ------------- NEW WOOD POST (ABOVE) r] "" D EXISTING WALLS TO REMAIN N Date. �lTT� EXISTING BEARING WALLS 0224.2021 -----------; EXISTING WALLS TO BE REMOVED PROPOSED FIRST FLOOR FLAN Drawn By. ® EXISTING WOOD POST SCALE: I/4' = t'-0' E- MOLTER ProJect � f-- I NEW WALLS 2020-52 17/7227727/72/773 NEW BEARING WALLS 113 NEW 4 x 4 WOOD POST El Shea: X11 NEW POST FROM ABOVE SMOKE DETECTORS - INTERCONNECTED SD SINGLE STATION DEVICE IN ACCORDANCE WITH STATE CODES �p CARBON MONOXIDE DETECTOR 2O 7 NEW MECHANICAL EXHAUST FAN l VENTED TO OUTSIDE) AS PER (83033) Lj Li 2 A Revisions- 4 of 1 evisions-4of1 boll EXISTWI FIREPLACE and CHIMNEY TO BE REMOVED _ _---- -------- N -b-----------IX. FLEXI IX. FLEA pE ) ; EX. FLEXI EX. FLEXI - -- `- 48'x72' 12'x72' :, b'-0' >r 8'-0" 12'x72' 48'x72' I i , EX HDR EX.HDR---- l�) = y5' -- EX HDR EX.HDR I I I I I I I I I I I I I O I = I , r-----------------------------------J\ I -------- ------------------------------------------, I t t I \�� L GREAT ROOMNEW .' +1 I NEW \ I , 13 LJ I DRAIiERS U. CAM. HAWsWs \�\ i � ++ I r 48'x48' EX HDR j+tl'W MECHANICAL E)44"T L ii I ii I SKY�IGHT Ili i I u 1 ` I FAN(VENTED TO OUTSIDE) --- ---; ° II 36 x36" j II _ u 60'x30' Ii t AS PER(83033) -- iiJi t U III – 1 MMOD,Baton A I I ` I NEW e'-19'x 5'-l') 1 BENCH li Z Z Z3 48 0- TALL I - n' I _ \ I `\I,� �f SIS 0 N 1 JJ11L ---------- -------------- -�- ¢1 1 "' ,� _ _ i i �\ NEW(2)2x MOD. DROOhT W N a `(fm-�XIa'nIm') I I vl`tGW ALL - N V 1 R (-Ir+9.-6. 11- /I q I // i \ \ ////l 5'-YD'x 3'-b')T 's / ' 4 ,' \\ BI as r 3 O V 5011 ; /�\ .'� i �`\ �\ \ t G Au�1m 2 1�_. r \>r - f x 5'--I'); I:^_ EG2� EQ. 11 5 OT 1 U tp Z LJ 10 EX.HDR /�osE �,/ i `,\ aosE \ o U I SfhYL1 . Y44T ( rl Ul t ; / \ I u u I NEW 30'172x48' NEW I I ` NEW I` —_ --- 22x10 ij \ --- -=__–___ r=_____ OP£N / \ 1W A . DRAWER$r-------a r-------� I „I SHELVES SHELVES +�.�5T IDCj � � SI•ELYE$'-0') ABOVE r Ilf III III III LOO \ I 2'-8' b'-2' 1 II n u n I x �f r 1LLL- EX 0 1 (cx GA1FE 42'-4' NEW hECHANICAL E r 1 I FAN(VENTED TO IDE) AS PER(830 1 I I .• - 1 I 1 , I \ �• EX HDR i EX r----------HDR . IEMI EX CASE I EX CASE is 48'x70' I 48'x70' I--------------------- I ------------------ I � — -------------------- i ---------------------- 4 ' A a boll N PROPOSED SECOND FLOOR FLAN � r .� � SCALE: 114' = 1'-0' 7.77-777 or- ------®----- EXISTING FOUNDATION WALL with NEW WOOD POST (ABOVE) ------------- .. "------------ NEW FOUNDATION WALL with NEW WOOD POST (ABOVE) ------------- EXISTING WALLS TO REMAIN %A,_-04 EXISTING BEARING WALLS r-----------, EXISTING WALLS TO BE REMOVED ® • "� ® EXISTING WOOD POST Date: f— 1 NEW WALLS 02.082021 NEW BEARING WALLS Drawn 5g-- E_ y.E_ MOLTER ® NEW 4 x 4 WOOD POST Project 'k- F'-F'- NEW POST FROM ABOVE 2020-52 SMOKE DETECTORS - INTERCONNECTED pm SD SINGLE STATION DEVICE IN ACCORDANCE _: _77777'r, WITH STATE CODES Sheet: OCARBON MONOXIDE DETECTOR NEW MECHANICAL EXHAUST FAN ( VENTED TO OUTSIDE) AS PER (83033) of Revisions. A 60ri ,6 EX TOP of MAIN RIDGE EX-TOP of MAN RIDGE EL+23'-6' AFF-. +23'-(oAFF 7 EL. /-7 766-- E)ft NEIII 30 YR,ANZIRITECTILIRAL 7TbI NEW 30 YR,ARCHITECTURAL ROM SHINGLESROOF SHMGLES (COLOR BY 01JWR) (COLOR BY ODER) Lm A A A A METAL ROOF FLASHWs ---------- (COLOR BY OINER) NEU)ALLIMUJM TRIM A A A NN (COLOR.BY OUNER) r] U ♦ D<WIN 5 X KITI U:T 011 r6 EX F19 2nd FLOOR '0 R A 4 -7� EX M 2nd.FLOOR V EL- W-V A t t -1 +H 171 j-L 1-81 "'�' - EL,48 AfP,0 A EX FK 2ncL FLOOR BEDROOM// - — — — — — — — — — — — — — — EL +8'-0' AFF, /7 x/1N`\\ x,/1 F'r/ ^ //F\`\ II I 1411,le CONT-VENTED VINYL SOFFIT x x tu W () II I \v V,. A 0� -1 Z3 FT - --- - - I gja EX FN-Ist.FLOOR F- II 1- F177 E-=1 L= Rtitmb� ck5E. V EL-46'-V— - — - — - _71 I I rT7-= EX Fk 16t,FLOOR EL,40'-610- - - - - - - - - - - - - - - - - - - - - - - - - -- t i 7 7- ------ ...... NEH NEW WCEVAR-SIDM(VERTICAL) --`ffzWCEDAR SIDWs(WORIZONIrAL) U- "'r-* a NEW V CEDAR SIOWS(WORIZCNrtA1 aw) PATIO EX FRONT STOOP and (COLOR BY OWNER) (COLOR 5y Wm NEW WCEDAR SIDING(VERTICAL) x STEPS t0 REMAIN and (COLOR BY 011Nm tu (COLOR BY OWNER) BE RESILIFFACED NEW ALLIMHJM TRIM 540 (COLOR BY ODER) ALL STOW,SER REMOVED ard r-RONT ELEVATION - OSOUTH) 0 REPLACED w1th CEDAR SIDW5 0 V (COLOR and SME BY OWNER) �4 oF 1) SCALE-- 1/4- = 1--0' z Lu A boli r I -----------------1EXISTING FIFEIPLACIE.and C14PMY TO BE REMOVED SEX Tof,or MAIN RIDGE MAN RI EX TOP of DGE A EL EL-+23' W AFF_V I I I I I El I NEW 30 YR.ARCHITECTURAL ROOFNEW 30 YR.ARCHITECTURAL (COLOR BY 00ER) (OOLOR BY WER) A N F-W= — ;EW Wx30' 36 x V 7-77 EX FIN.2nd FLOOR - — - — - — - — - - EX FK 2nd.FLOOR A • ELW-VAFF. IX. FLEX( EX. FLEA EX. FLEXI EX. FLEA 4v-si Ap 7117- 12`02' — — —— — — — — — — — — — — EL r-. 12'x-72'j,; 6'-0' x8'-0' —40--02 - - - - - - - - - - - - - - - --- EX PIN_2nd FLOOR BEDROOM A EL +S'-0' A.F.F. ------- - ------- - ------- 11 1 ISI v I I v 11 i —NEW VCEVAR 511)Ws(HORIZONITAL) NEW V CEDAR SDG(HORIZONITAL) (COLOR 13Y OUM-R) (COLOR BY OUER) j \j 11111, "-EW 4WI-4) 'MAD EX CASE. U5E. EX. WE. I I INJIW I Pica Up 72. rJUIUKE EX FIN.1st FLOOR E x P6 x—71" 1002' 16'x72' T1111 - - - - - - - - or- =,=771-' NEH 10060-4 \—NEW b'CEDAR SIDING(VERTICAL) QUAD(FPHGATIO DOOR) (COLOR BY OUtEW q,-q, x W-0, LJ L J L J 2 REAR ELEVATION (NORTH) Of 1 SCALE: 1/4' 1'-0' Date: 0224.2021 Drawn Ey-- E- MOLTER f-roject +-, 2020-52 Vf Lj 0 Ro-svIslons, r------ F EX TOP of MAN RIDGE EX TOP of MAINRIDGE A EL +23'-b' APF. do NEW 30 YR ARSWITECI11RAL ROOF 8644W4ES (COLOR BY OWNER.) NEW 30 YP.ARCHITECTURAL ROOF&4INMES 7- z EX FN.2nd FLOOR EX FM.2nd FLOOR A -4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — EL 48'-8APP.'y 1 -7, 1.7-77.,77- FFI I I I I I I I I I --IF \v/ v v 1 f A I A j L,-- j NEW 6'CEDAR SOWS(VERTICAL) f (COLOR BY OWNER) NEW ro'CEDAR SIDNG(VERTICAL) (COLOR BY OWWW z V, v 1x\ W EX FN, Ist,FLOOR L EX FK lot FLOOR -01L 401-01 ------ T-EP 4�-X:-W--'EgT-2 RR OCAM 4ASM EL. �&!Io*- -RgQ�A ' - — — ——R&QC-ATW-(;A59ME#T— LLA -t- t-I--.t- t-1 I - - - - - - - - - - tu Z3 NEW 6'CEDAR Slows(HORIZONITAL)-J a: LU (COLOR BY OMER) LU K,-3 SIDE ELEVATION (EAST) 5 of ECALF-- 1/4' V-0' Z to X j% EX TOP of MAN RIDGE V EX TOP of MAN RIDGE EL.+23'-6' APT-. EL 423'-(olAFF --A NEW 30 YR.ARCHITEMP-ALWW 30 YR.ARWITEMPAL ROM 5844W-4-ES ROM SHINGLES (COLOR BY OWNER) (COLOR BY OWWR) NEW (3-A21) AWNING 2!-V x 2'-0 EX FN.2nd.FLOOR EX Flit'2nd FLOOR A EL+B-S AFF EL +8'-8' AFF- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EM.2rd,FLOOR BEPROOM/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX FK 2nd FLOOR 5EDROOM-A, EL 4S 4, Ar-r--mv COW.VENTED 1ANn SOFFIT \Y, I I II,: y NEW b'CEDAR SIDING;(VERTICAL (COLOR BY OWNER) 1:11 '11\ 1 1 1 7, 1 II II -----------i--- ,-jk EX FN. 16t.FLOOR — — — — — — — — — — — — — — — — —— — — — EX Fu let FLOOR u EL 40'-O'mv' TF OF A� EXISTING-5 FIREPLACE and NEW b'CEDAR SIDING 61ORIZCNITAL) 3= CHIMNEY TO BE REMOVED (COLOR BY QUER) — — — — —————— NEW POUR CONCRETE FOUNDATION AND FOOTING EXISTING POURED CONCRETE � �D FOUNDATION AND FOOTING To REMAIN E3 r) SIDE ELEVATION (WEST)-- Date- �Borj) scALr=.- 1/4- = v-o- 02-082021 Drawn 5g-- E- MOLTER Project t 2020-52 EJ of 7 E3 U7777""" 7, 12' MIN. N LBP$ WASHED GRAVE MR 11'BEARING(TYP-) OR CRU5HED r------� C� .•.ti 3500 psi I , ('---i ReV1S10n8: ° SF4 5/8' DIA ANCHOR BOLTS o V CONI.POURED at 39' OAC.(TYP-) . • FOUNDATION WALL Ah, EX-TOP of MAIN RIDGE_ _ _ _ EX TOP of MAIN RIDGE RUB-R WALL OR `4'EL. +23'-6' ASF. TERMITE SI-EILD TUFF DRYWARK 3500 p SCRATCH SLAB I EL, G M5 EM '•'• I I I I I NT STRIP, NUOUS o • I I I I CONCRETE SLAB • • •�.•••• •• E PERFORATED .:a Sr ' y. _ DRAIN.TILE .2PLY 6 MIL RIGIGEIG, IrMM. 1 I I I WET1 ;r VAPOR _ I I I I �_-- �, �Y O 12 MAN. I G,--I 1 I I I PLOW,UNDER INEWW SIMP80N STRONG-TIE MIMMUM 1' WRAPPED FILTER FABRIC �o ROOF SHINGLESPENET ` LSTA30 (20 GAUGE)at 16'OL- RATION I i WITH CEILING COLLAR TIES at 32' O.C. T PER RAFTER MAYM INSTALLED OVER PLYWOOD T-v�+1`q./ATIOI`t WA 1 ERFiWvi-IIS DETAIL NEW SKYLIGHT I 12* MN. p STUD SIMf'a,��S!E ONCs TII SSP FOSTUD NEW(2)2x10 HEAIDER I FLASHING OVER NEW I VARIES DUE TO PROVIDE COM METAL ° (2)SSP FOR DOUBLE STUD SiZE AND!F WOOD INSTALL AT 16'O:C,AS REQUIRED 9'JOISTS ARE j ��SHM�sLES USED' I , I ° HDU DACE MOUNT �2� 1C��RHDU5 (HDU2,HDUB, SIIP3oP1 SFa0Cs E- L26-2) I I I • HDU 1 1,and HDU)A (Lu328-c,!`us21m,Lu82�-2) `i MOD,BATH I u�� MOD,5ATH (cJk 49'-V l Glk VAULTED I I STF'UCTUF;AL RIDGE EX FiN.2nd.FLOOR l 5'-�'x s'-b') /a'-La'x 5'-r) I EX FiN.2nd FLOOR Al similar) - - - IVAILT1' - - - - SIMPSON STRONG TIE Pre5ervatbve-treated tamer � �-$• �� I I —�— — � LSTAr�O (20 GALIGE)t 16° O.C. � w connectors in contact with I I 0 ay be regLxmd for LBU26 - 2x6 f=�- rreservatrve-treated wood I L. +8-8 AFS. LSU28 - 2 x 8,2 x 10,or 2 x 12 "� ` E3 CS-20 x 18'MIN WITH(1)101D COMMON NAILS TYPICAL EXT WALL CONSTRWTION ' PER RAFTER MAY BE INSTALLED 2 X g � 16° I OVER PLYWOOD MOLD DOUJf�I DETAIL. 2 x Io CENfERg I s NEW 6'CEDAR SIDING(COLOR bg 00M D� 16t FLOOR TO FOUNDATION JOIST TO JOIST •WW t�HOUSE WRAP t Arm(R-5m) BaSEMENr/CRAIA-SPACE SHOUN •NEW I/2'CDX PLYWOOD SHEATHING LEMMA WALL WITH CONSTRUCTION , �-4•� 81MP.�ON 81RONC:TIE(LTB4m-INSTALL AS SHOUW) TO MATCH EXISTING OR TYPICAL SIMPSON STROPKs TIE STAP USE SAME HOLDWON FOR CONCRETE •NEW 2x WOOD STUDS at 16'O.C. FOR SINGLE 811D NSTA IM SLAB_PROVIDE PROTECTIVE MEMS RAW •1�W R-F5(3 t/2')BATT INSULATION (MK) WALL CONSTRUCTION , 0 AT PLATE 70m07i$R �. BETtLIEEN HOL DOIUN AND TREATED WOOD •NEW t/1'GYP_BOA2D 1MER1oR i Simpson StrongTie SIDE OF STUD chw NEW MASTER W.C. NEW LAINDRY POWDER NEW N>:8T_ i ?- ENDWALL X FIN Ist.FLOOR _ _ _ — — — — l c ,g-s') — — — — — — — r_c►k mss'b )— — r�}.��e'-a,— — �c�a_.a-$'� — ` - - EX FM 1st.FLOOR Uj ° • —(3Tx�`=9'T — l 5'-I0'x 5'-e') (W-10, - CORNER MD EL +0 0 x 5'-0') l 5'-10' == CONNECTED TO VARIES DUE — — — — - - - - -- - - — - - — - — - — - HOLDDOWN TRANSFER SHEAR TO SIZE OF — — — — — — — — — — z 2- 16d COMMON RAFTER ♦n LLL — V J F- ® NAILS e 6'o.c. �3 N10 SSP o ° V to (A (DAZ-��—Zj! LE HANGER ! a 9 SIM (LWO at IV OC-) rA S ECTION A - A FOR DOUBLE 61WS 51MP50N HDU5-5D52.5 W/tO ROD AND 14 5CREW5 6 pF SCALE: 1/4' 1'-0' ' z ( EXPLODED VIEW ) (pl )4HOLD DOWN DETAIL - 4 STUDSMAY BE INSTALLED ON INTERIOR OR EXTERIOR RAFTER Ca-tECTiONS TO FLOOR J ^ , U tu tu W001:) DOUBLE TOP PLATES CORNER STUD CONNECTED TO a � z SiMP )N STRONG TIE (SSP 4 HIO) TRANSFER SHEAR IN EXTERIOR FOR CLARITY 2-1 Gd COMMON NAILS,3'O.C. PORCH RAFTER TO GIRDER STRAP MAY BE INSTALLED OVER PLYWOOD MIN. 1 O"LENGTH t MIN.3 1/2"PROJECTION PLYWOOD MUST BE NAILED TO TOP PLATE SST'HDU4"OR APPROVED EQUAL I SIMPSM STRONG TIE-(HMAZ at 16'OIC WTALL H •• FASTEN W/(14) 114 x 2 112 WOOD SCREWS � MOR 1 [t ON I 5/8'ALL THREAD ROD Cy " CORNER STUD CONNECTED TO M N TRANSFER SHEAR C C SST"HDU4'OR APPROVED EQUAL ° B F c FASTEN W/(1 O) 114 x 2 1 t WOOD SCREWS • s 2 TYR FLOOR to FLOOR HOLD DOM � D 2nd FLOOR NAILER TO LAYOVER RAFTER CONNECTION HOLDDOWNS ARE � J ° E �` RAF�:R TO DOUBLE TOP PLATE �COH S�GMENTEDEND OF 1 SIMPSON STRONr TIE-(A35 FRAMItJ's ANCI•(OR) I3) � SIMPSCIN STRONG-TIE(H2-A) 5HEARWALL SEGMENT OR • INSTALL at 16' O.C- AT EACH END OF A TYPICAL CONNECTOR DIAGRAM SCALE:N.Ta''. INSTALLATION OVER PL iS PERFORATED SHEARWALL ACCEi`'TABLE AS PER MIN.NAIL ENDWAII WHEN FULL HEIGHT PENETRATION(C-2003 Pg_11) CORNER STwCONNECTED ro SHEARWALLSEGMENTS TRANSFER5HFAR MEET AT A CORNi=R,A = - HOLDDOWN 2-16dCOMMON NAIIS@ 51NGLEHOLDDOWN5HALL SomrsonStrong-Tie °'` BE PERMITTED TO BE HRC22 L USED TO RESIST THE TE PL /l 4 ° OVERTURNING FORCES IN Y t"t COF E{`I� 1� f*� • .;� / BOTH DIRECTIONS WHEN 1� 5NPSON STRONG TIE -(HRC22) (� ' / Oa THE CORNER FRAMING IN Q p THE ADJOINING WALLS IS J FASTENED TOGETHER TO • Oz TRANSFEKTHE UPLIFT • BP Bearing Plate and Nut LOAD(AS PER SECTION Q 1(3.2.3.1)(3.4.4.2.3)OF l B� AD I � WFCM 200 I) 4°o.c.JUSTABLE HANGER = NAILING SHEATHING� EDGES FOO R SHEAR,ALL SIMPSCN STRONG-TIE HORIZONTAL SHEATHING. 7 LSSU26 - 2 x 6 L,5EAM-5 TO BE BLOCKED I HIP CORNER PLATE LSSU28 - 2x8,2x10,and2x12 D SiMP�'.,ON STRONG TIE -(HCP2 -2X MEI BER SITE) •• � . • L�N6 D3 SOLD ����DE�TAIL at GIRDER3/4APARATED USE 2'(6d)NAILS SHEATHING 6'o.c.w/ALL JOIST USED A5 BLOCKING SPAN ° • � � .. . , . 1 1/4'20 GA.GALV.STRAP ° 77777771 SIMPSON 6520 OR WRAPPED UNDER MU051LL MIN. ° 1-1/4'20 6A.6ALV. 12'ON 5TUD SURFACE ° 51RAPPIN6 MIN. 12'SU3J4'APA RATED SHEATHING 4 FLY OR MORE STUD RF°AGE END FOR WERIOR WWURE. INSTALL MN. or- ON (3-8d NAILS AT EA. TH • V-O'LENGTH OF J015T FROM INTERIOR FACE EW OF STRAP) OF WALL rl FACE GRAIN PARMlft TO J015T. U) ftYWOOD REINFORCEMENT TO BEAR Fl111Y I ° ON PLATE. NAIL PLYWOOD TO TOP 4 i¢ -. ° B=OM,1015E FLANGES Iv12-112'(tilt 0 NAILS @ 3'ON CENTER. C STUD TO STUD CONNECTIONS C52"0`*'at :MIK WT�112 90 ft NAILS 1"iUSi STRAP p U100D I-SEAM C,4NTiLEVER DETAIL `�`�1 a� AT EAC--END WITH(1)IOD At CENTER E D LL ill- C620 0 U STUD WALL BEAM AND COLUMN Date- BY 114'20 GA.GALV.STRAP oEISGNER 02.082 O21 WRAPPEDNDER UMU051LL MIN. 1 r (DOUBLE 2x MINIMUM ' ON STUD SURFACE LY CMU AROUND PERIMETER, BEAM) Drawn E3 -- FILLED SOLID. t� E_ MOLTER 1. M LTPROiRDE Stq�ON GRgDE �T 51W COLUMN DIAMETER Project s TERMffE a CONFIGURATION SHIELD AND INSTALLATION 2020—58 '• SILL-95 •e 1 114'20 GA.GALV.STRAP I}MIN. 11�I rJ ') d• WRAPPED UNDER MUD51LL MIN.12' MST STRAP MINIMUM EDGE DISTANCE ON STUD SURFACE 5(UD WALL HOLDDOWN TO ANCHOR-SEE TABLE El Lj Sheet,- MINIMUM Y' D15TANCE TO , SLAB ON GRADE ANCHOR-SE e TABLE °• TABS -,r PROVIDE 1ERMLTE II. SHIELD AND SILL l� 5m or.) N Q • d: INSULATION AS N ofCQL(,q+ STRAPPING DETAIL a PER ECCC OF STU � TO SILL PLATE �•� �+ N.Y.S. @)�FLM, N STRONG-TIE (LBPS,SSP, 4 SP4) ITE E SHIELD SINGLE STUD (2)SSP POR DOUBLE STUD INSTALL AT 16'O.C-AS REQUIRED . CA Table 3.1 NAILING SCHEDULE Table 3.4A RAFTER and/or CEILING JOIST TO TOP PLATE LATERAL Table 3.9A RAFTER/CBUNG JOIST HEEL JOINT CONNECTION FOR CONVENTIONAL FRAMING and SHEAR CONNECTION REQUIREMENTS- EXPOSURE B REQUIREMENTS DOUBT 8502.8 DRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS ReViSIOnS: (PRESCRIPTIVE ALTERNATIVE TO TABU: 3�I) SHAM NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE JOINT pESCRIPTICN NUMBER OF N41hBER OF NAIL SPACINL'G GROUND SNOW LOAD RAFTER$ LIMITATIONS SPECIFIED IN THIS SECTION.SEE FIGURE 8502.8. GG11•ION INDUS BOX NAILS 1H1REE SECONDGOT LAND SPED100 LOAD 77'-b"ROOF FRAMING ( In, 90 n0 20 20 PSF 30 PSF 50 PSF 10 PSF U3 U3 / RAFTER TO TOP PLATE(TOE-NAILED) IEEE TABLE 3AW (SEE TABLE 3AA) PER RAFTER ROOF SPAN(fU / CEILING JOIST TO TOP PLATE(TOE-MLED), (ME TABLE 341) (SEE TABLE 34AJ PER JOIST RAFTER/ WALL HEIGHT NUMBER OF 8d COMMON NAILS or 10d BOX NAILS11-1 CE ST TO PARALLEL.RAFTER(FACE-NAILED) (SEE TABLE 3.9A1 (SEE TABLE 3.5A) EAC14 LAP CEILING JOiST 00 (TOENAiLED)REOLINED IN EACH RAFTER 12 24 36 2 24 3b 2 24 36 12 14 36 I` -�- GEI LAPS OVER (FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 35A) EACH LAP SPACING AND/OR CEILING JOIST I�3,4 NO NOTCHING NAILING / / ( TO TOP PLATE CONNECTION RAFTER SLOPE RAFTER NUMBER OF Ibd COMMON NAILS or 40d BOX NAILS D/3 COLLAR OI TO RAPIER(FACE-NAILED) (SEE TABLE 3bA) (SEE TABLE 3bA) PER TiE SPACING PER I�EL JOINT CONNECTIONI�}4}p �� D/6 I� PERMITTED '1 AMAX. D FLANGE / EXTERIOR BLOCKING TO RAFTER(TOE-NA ) 2-8d 2-10d EACH Ea1D 00 D/6 - SHEATHING RM BOARD TO RAFTER(ETD-N ILEI ) 2-Ibd 3-16d EACH END 12 S 2 2 2 2 3 3 3 3 I I MAX. / / WALL FRAMING 10 2 2 2 2 3 3 3 3 12 4 1 10 4 8 12 6 n 17 8 Lei 22 FLOOR JOIST-CENTER MECHANICALLY / SILL PLATE OG 16 5 9 0 5 10 RFs 8 iii 22 W 20 29 CUTS FASTEN AS / (SEE VCPTIONDET-I) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-ibd' 2-16d' PER FOOT 16 8 2 2 3 3 3 4 4 4 3`2 191 6 U 16 6 12 IS 9 iS 71 12 24 35 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-i6d 5-16d JOINTS-EACH SIDE 2 2 3 3 3 4 4 4 24 1 13 19 8 15 23 n 22 33 15 29 44 p/4 NECESSARY IN / OPTIONS) 61LO TO STUD(FACE-NAILED) 2- 246d 24'O.0 12 3 5 8 3 6 9 5 9 13 6 11 iT SKYLIGHT RRA ZING DETAIL � ' MAX. CORNERS RACE VYCORGH 3 HEADER TO HEADER(FACE-NAILED) 16d 16d 16'OC_ALONGSoCiES 24 g 3 3 4 4 5 5 5 5 4 2 16 4 1 iO 4 8 12 6 h IT 8 B 22 r -''r / Q RACE VYCOR TOP OR BOTTOM PLATE TO STUD(BO-NAILED) (SEE TABLE 35A) ISEE TABLE 35A) PER STUD 3 3 4 4 5 5 5 6 191 4 8 2 5 9 k 1 14 10 9 IS ( 1 1 D BOTTOM PLATE TO FLOOR J015TAMG ANpJ015T',ENDJOIST 24 5 10 b 6 12 11 9 IT 25 n 22 33 OR BLOCK (FACE-NAM) 2-i6dt' 2-ibd" I PER FOOL L _PRESCRIPTIVE LMITS ARE BASED ON ASSU"P nM N TABLE 3A D/4 L2 3 4 6 3 5 1 4 1 � 5 9 14 FLOOR FRAMING 2.-TA)UL,ATED CONNECTION FE6LLR}]ENTS ASWIE A BUILDNG LOCATED N E)MSURE B- 5.11 16 3 b 8 3 b 9 5 9 14 b !2 ffi ( 2 / N RAFTER 191 4 l a 4 8 11 5 II 16 1 14 1 MAX FLOOR JOIST-END O / JOIST TO 5 TOP ELATE OR GIRDER R -NAILED) 4-Sd 4-10d JOIST 3.-WF46d CEILING JOISTS ARE NISTALJ.ED PARALLEL TO RAFti='RS,THE SUM OF AHE 70E-NAILS 24 4 8 12 5 9 14 1 14 20 9 18 11 CUTS BRIDGING TO ST(TOE-NAILED) 2-8d 2- EACH END AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED Nf'lBER OF NAILS REQUIRED- MAX. D GRACE VYCOR BWGKdG TO JOIST(TOE-NAILED) 2-Sd 2-10d EACH END 4-TO AVIOID SPLITTING,NO MORE 1H(1N 2 TOE-NAILS SHALL BE INSTALLED N EACH SIDE OF A RAFTER OR 11 3 3 5 3 4 5 3 5 6 4 1 10 FROM U I D/4 2 GRACE VYCORNER OR LEDGER TO OR TOP PLATE(tOE NA ILID) 3- 4-16d EACH BLOCK CEII NG JOIST tlA�l FABiBED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS N EACH SIDE 04EN FASTENED TO 1� 16 3 4 6 3 5 l 4 l b 5 9 13 UPPOR I I MAX. CORNER PATCH RECOMMENDED STRIP TO BEAi1(FACE-WAILED) 3-Ibd 4-16d PER JOIST TOA 2 x 6 TOP PLATE 191 3 5 l 3 1 8 4 8 2 5 m 6 FI I D / / (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) JOIST ON LEDGER To BEAM(TOE-NAILED) 3-8d 3- PER IST 24 3 6 9 4 1 10 5 b 1<i 1 L3 19 BAND JOIST To JOIST(Er®-NAI , 3-16d 4-ibd R JOIST Table 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS- EXPOSURE B 2 3 3 4 3 3 4 3 4 6 3 5 8 / 16 3 3 5 3 4 5 3 5 8 4 1 10 STRINGERS N.VISIT GRACECONSTRUCT40N.COM FOR THE MOST CURRENT BAND T TO SILL OR FLATS:(TOE-NAILED) 2- ' 3- PER FOOT (ROOF-TO-WALT,WALL-TO-WAIL,and WALL-TO-FOUNDATION) 9�2 pw 3 4 6 3 4 6 3 6 9 4 8 12 '� a`P� tv1AX• I I / DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS FOR ROOF S H E A T bN I N G (PREscRIPTIVE AL.TEWATIV'E TO TABLE 34) 24 3 5 l 3 5 8 4 8 Il 5 10 15 ��� RAFTER/CEILING J015T FURTHER INFORMATION STRUCTURAL PANES ad and (SEE TABLE 3101 DEAD LOAD A%Lf1PT ONS.ROOF/CE L ASSEMBLY DL = f 12 3 3 3 3 3 3 3 3 5 3 4 6 STAIRWAY STRINGER DETAIL (8802.7.I) B. RIPCORD CAN BE REMOVED FROM GRACE VYCOR FOR EASE OF _41 DO NOT FLASH OVER INSTALLATION DIACONAL��SH4EA1}4RJG 2.81 16 3 3 4 3 3 4 3 4 b 3 5 8 BOTTOM NAILING FLANGE C. INSTALL GRACE VYCOK IN ORDER AS.SHOWN BY NUMBERS P x V or I'x 8' 1-8d 2-10d PER SUPPORT I HREE SECOND GUST WIND SPEED 110 20 130 192 3 3 4 3 3 5 3 5 1 3 b 9 P x l0'or WIDER 3-8d 3-10d PER SLIPPORt ( 24 3 4 5 3 4 6 3 6 9 4 8 n D. IF APPLICABLE, LEAVE FU RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN CEILING SHEATHING L -NAILING I111RE"ENT5 SHLALL BE FB MI M TO BE REDUCED 25%F NAILS ARE CLkOW, E. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE FRAMING SPACING ROOF SPAN 1d1116ER OF ad G01'11'10N NAILS or 10d BOX NAILS D/'3 MAX GYP5L1'i W44.L.BOARD 5d COOLERS 5d COOLERS T'Ei GE/m'F<ELD ((� (ft) (TOENAILED)RE011MD N EACH RAFTER 2..REEL JOINT CONNECTION ARE NOT REOUp;ED UkEN THE ROM 15 SUPPORTED BY A LOADBEARING Wa.L, y-TaR���g�� BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR WITH WALL SHEATHING AND/OR CEILING JOIST HEADER OR RIDGE BEAM DESIGNED TO RESIST 114E APPLIED LARDS z.•z WEATHER RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPS TD TOP PLATE CONNEt:TION I�3.4 � F. DETAIL ALSO REI�VANT FOR GRACE VYCOR V40 AND VYCOR 3-MV4 NTERf WIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A STRUCTURAL PANELS 13d SEE TABLE 3°J LOADBEARM MUMU.,THE TABULATED HEFT.JOINT CONNECTION WaIMtf2FPENTB SHALL BE PER'7ITTED TO BUTYL 2 1 1 1 2 2 2 3 3 TO BE REDUCED IFFMORTIONAJLY TO THE R'tEDUCTION N SPAN, TOP RAIL DLAGO 44 BOARD SEAR" 16 I 1 1 2 2 3 3 3 _ H- D W NOM DETa L � FI�BOARD PANELS 20 I I 1 2 2 3 3 4 4_-EQUNAt.BNT CONNECTIONI6 ARE REQUIRED FOR CEElN's JOIST TO CELNG JOIST 11LP SPLICES. BALLUSTERS 1/16' 6d' -' PER°�PP� 2 24 I I 2 2 3 3 4 4 5.-TABULATED MI's CONNECTION REO1LR�iTS DO No?INCLUDE�'��AL WEIGHT OF THE CELS' MUST ALLOW PA55WA OF 6'5PHERE P057 2 IN. MIN. FROM T PIPE OR CONDUIT 25132' ad' PER SiJPPORT 28 I I 2 2 3 4 4 5 A5015LY AND BOTTOM O GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 1'EDGE/10'FIELD 32 i 1 2 3 3 4 5 5 6_-TAi3LATED iEEL JOINT CON4EC110N REGtlit�ET�lLN18 A59J1E CEILING JOISi5 OR RAFTER T O ARE LMAiM JOIST D(ACTUAL DEPTH) Q 36 I 2 2 3 3 4 5 6 AT 7�E BOTTOM OF THE ATTIC SPIE ILFENI CE NG JOISTS OR RAFTER T6__ARE LOAGTEA HKzFER N 1}E MUSTER INFILL MUST NOT N10W PASSAGE OF 4' ►)Q�pQRp 8d TSd SEE TABLE 39 ATTIC 5P ND ATtIG STORAGE IS AMMED,AND THE TABULATED HEM ►ol�tT GON�EGTION f�£QUIREt BLiB S FOR SI: I INCH = 25.4 MM. PARTICJ.EBOA(Np PA1NE15 8d 8d SEE TABLE 39 � I I 2 2 3 3 4 4 BINDLE BE BY THIS FoLLOW1Nli FAG'TOR`.n a� 8-1140 max. �'9' ��" OLaGGNa BOARD SHEA1HINrs oaNs►Er(►(■lii i H OIFb mm Lu FIGURE 8502.8 CUTTING, NOTCHING AND DRIWNG 1'x V a r x 8' 2-8d 2-10d PER SUPPORT 20 1 1 2 2 3 4 4 5 2 STAIRWAY RISER AND TREAD DETAIL TOP PREVIOUS SECTION NEXT SECTION E VIEW THE NEXT � z h x 10'or WIDER 3-8d 3-10d PER SUPPORT 1 2 2 3 3 4 5 6 aV3 Ls 07600 SUBSECTION PLEASE SELECT THE NEXT SECTION OPTION. 28 1 2 2 3 4 5 5 6 t t MLU FLOOR SHEATHING 32 1 2 2 3 4 5 b 1 LPs in S1R1C1URAl PANELS I'OR LESS 8d 10d WEDGE/t2'HELD 36 2 2 3 4 4 6 1 8 12 OVERLAP 4'MiN ON 80TH CUTTING NOTG-IiNrs and DRILLINCx STRUCTURAL.P SGREATERTHAN h 10d WEDGE/6' ELD 12 1 1 2 2 3 3 4 4 SIDES FIRST FLOOR CO VECTION DIAGONAL.BOARD SFEATWNG 16 1 1 2 2 3 4 4 5 NO E LATERAL DEFT EG?tON OF 114ERAFTERBELOW IMUS TIES MAY N NO*D 314 NON THEN RAFTER TIES UTILITY MASTIC ' 6' 'x 8' 2-Sd 2-fid PER SUPPORT 20 1 2 2 3 4 4 5 6 ARE LOCATED ABOVE CNE-'"'�"OF THE RIDGE NEN�HK,OR WEN NO*HeLS C#a1ER THAW 1 tit AND I x or I 192 24 1 2 2 3 4 5 5 T MAY REQUIRE ADDITIONAL CONSIDERATION, I SEAL All AROUND Lu I'x L0'or WIDER 3-8d 3-1001 PERSUPPORT 28 2 2 3 3 4 5 6 8 I CUT FLASHING AT BOTTOM L"LING R MIREM9NT5 ARE BASED ON WALL S EATHIJG NAILED 6'CAN CENTER At THE PANEL EDGE IF WALL. 32 2 2 3 4 5 6 1 a Table 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTSFOR WIND LOADS - EXPOSURE B I GREASE AND OVERLAP TOP PLAITS V SHEATHING 15 NAILED TON-CENTER AT THE PANEL M: GE TO OBTAIN NIGHER SHEAR CAPACITIES,NAILING 36 2 2 3 4 5 1 8 9 !-1 REQUIREMENTS FOR STRUCTURAL Ih SHILL BE DOUBLED.OR ALTERNATE CONNECTORS,SUCH AS I , SHEAR PLA'TES SHALL BE USED TO M A NTAIR THE LOAD PAM Lu l2 l 1 2 3 3 3 5 5 t 00�(NW e6 yo �D (1a aD bm ro t3D 2.WHET)WALL SHEATHING 15 CONTINUCUS OVER COMECTED MEMBERS,THE TABULATED 4.111BER OF NAILS SHALL $ I 2 2 3 3 4 5 b STUD ~ BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT 20 2 2 3 3 4 4 6 1 6. AL��■ BORED40%Of MAX. PT U 14 2d 2 2 2 4 4 5 1 8 E F E F E F E F E F E F E F E F � � � ��STUD DEPTH 3.CORROSION RESISTANT I GAGE ROCFWs NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK BC FOR 28 2 2 3 3 4 5 8 - ADDITION RECIUi1REMEN 6. - x x- 32 MIN 10 2 2 3 4 5 6 9 �AnM TION' RAFT W RW SPACM MNFIM NAL SPACING FOR Ed Cal"%6LS or Md BOx NAU* MIN.TO EDGE Table 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 36 2 3 4 a 5 b - - W 11! L -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS N TABLE 3A NIERIOR zDiE 11 b a b a b a 6 a 6 a i 12 6 11 i a 07600 -,tt� TABLE 83015 2.-TABULATED UPLFT CONNECTION REammiE1NTS AMPS A WILDING LOCATED IN D(�SURE B % b a b a 6 a 6 a 6 a 6 a 6 a b a NOTCH MUST NOT D(CffD MINK' I UNIFOFMY DISTRIBUTED LIVE LOADS 3.-TABULATED UPLIFT CONNECITON RraMe S ASSitE�e.A ROOF AND CEILING A5SdMBLY DEAD LOAD OF OVERLAP 4'MIN ON BOTH 25%OF MD OEM S HOLE IS DEPTH,THEN TUD40%AMID BE OF ) l9r $�R FOOT) 9 f(0b0 x I5 per.9 psfl F A CEILING AS55 BLY 16 NOT PRESENT OR F TIE CEILING ASSE BLY IS b a b a b a 6 a b a b a b a 6 tz I SND DOUBLATHEN SND MUST BE dl 1--' NOT CONNECTED To THE ROOF ASSEMBLY,THE TABULATED MVM OF NAILS SHALL BE INCREASED BY 24 6 a 6 a 6 a 6 a 6 a 6 a 6 li 6 ti SIDES BE LO ATED 15HA11 E 5UCCE5 AND TU MORE THAN TWO USE LIVE LOAD I NAIL AT EACH END OF THE STRAP. BE LOCATED IN THE SAME 4-N1INIMJ`I ASTM A653 GRADE 33 STEEL STRAP. UTILITY MASTIC CROSS SECTION OF CUT OR STUDS ARE DOUBTED PM*-IR t a b a b a b a b a b a 6 a b b b b I SEAL ALL AROUND NOTCH IN SND AND SO BORED ATTICS VNIITN LIMITED STORAGE 9,11 30 PSF E 6 a b a 6 aj 6 a' 6 6 6 6 6 6 6 6 WGIN�� ��y� ATT1cs WI11N01)t STORAGE b , . 4 . CUT FLASHING AT BOTTOM 1 IA WTOM*0 T'N1.L-.ftAt* I5 PSF Table 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS �" i a i a i a 6 i i i i 6 .4 b 4 4 GREASE AND OVERLAP DBGKv• u 6 G b 6 6 6 6 6 6 6 6 4 4 4 4 STEEL. F ANGIO FOR EXTERIOR Wa-LS AND BEARING WALLS EXTERIOR BALCONIES 60 PSF FOR WEND- EXPOSURE 8 LOOKOUT eLOCK a 6 b 6 6 6 6 6 4 4 4 4 - - - - FIRE ESCAPES 4O PSF RiDGE TENSION RIDGE: BOARD OR GaedE E►m�uLL a PME TF ofthep 6 STRAP RIDGE REAM CORNER �I._ASHING OVERLAPLj GUARDRAILS AND HANI RN1_5 a -2DO FSF TOP PLATES RAFTER SIFMiIN's ERE RAFTEIP/II215S EPACRG MtCER OF Ee CQ'1'ION IMLB a Toe DODO N4LS ® I . , 6AURDRIAl.S INfiLL COTMPC�€NTr `so � ( � .. PA5SEN61RL VIEHICLES 6AR,46M° 50°PSF to OR to OEM" 12.h2 2 = 2 2 2 2 2 2 SEE PLAN F R FLOO JOISTS STUD ROOMS OT}Bi 71 TAN 511�PI:N6 ROOMS 40 PSF Edo LAFK �McAlMNS a-h� s s s s a s s s 801 (10[1 MAX.DIA 60%OF SND DEPTH r� SLI3RINIS ROOMS '� PSF DEAD LOAD AS6lL'>F'TIONLS ROOF ASSEMBLY DL = 0 f E-NAL SPACING At FAIEL!OGEE tw HEADER g .TO EDGE STAIRS 40`PSF F-MAL EPAcm At INrEFMEDIAIE SPIN OM N iM PANEL FEUD(w N'TO fT)GE THREE SECOND GUST WiND SPEED 85 90 100 n0 120 130 140 150 ,- It7R 1a70F eIFATHNG 1fl11N 4 FEET GF TIF FERRFit3t EDGE CF iIF RDGF NQJDRts 4 F�1 aH EAa161DE of TIE ROGf F ENC TIF 4 Foo►Ffffi13?EDGE D7NE IIiACH$dl 3 I/2'HEAVY 2 z 4'x 4'STEEL PLATE FOR SL-I POUND PER SQUARE Foot•0A419 MM,I SQUARE INCH■645 m2,1 FOUND•4A5 K (� BULL BE M, A ELEVATED GARAGE FLOORS SHALL BE CAPABLE SUPPORTNCG A 2000-POUND LOAD APPLIED 2-TABLAiM a ICH OLNNL SPACM AE Jl M GEAii♦a1Ci ATtACIED TO Pj*'MR I IRM HLA"!' IMI*9M G L!L!3 FDR s F19 t�ffi fl11N CA<G<D i�TIE OL � � DUTY LOLLY OVER A 10-SQUARE-NCH AREA. ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS SPAGrGS MAL BE I�EDucEo TO i Na"oc COLUMN x 6'x6'STEEL PLATE NOTCH MUST NOT '1. B.APPLIES TO ATTIC SPACES MEETING THE REQ<UI�N18 N SECTION R801.4J FOR CONVENTIONAL (ft) N EACH END OF I-U4'STRAP w+45p7 A•TABULATm i NCH oawlL ePAaab AearleE MEi1ATl(!G AtfAGED TO RAPIER/TiabW FR.Y1N!a 1B'EEiffi un(GLOA3 FMR FRNiN3 M3EtCitb ufH DR iCsiDAS iTE Nod 2'CONCRETE (4)�"p(PAN510N BOLTS EXCCfD 40%OF SND BORED 11011:5 SIUW.NOi _ - i PAGNGb MULL LE R MMM TO 4 W..►E5= DEPSH BE LOCATED iTI THE SAME CEILING JOISTS AND SECTION FOWJ0y FOR TRUSSES ATTICS WITNOUt STORAGE ARE THOSER05$SECTION OF Ctrf WERE THE 1MAXI'll"I CLEAR FIE:KaF(t JOIST AND RARER W LESS THIATd 42 INCHES,OR 4-TABULATED 4 NCN OL NAL SPACING AE6V•ES 6HEATFAk3 ATTACHED fO RdF1B2!7FIJSW FRAMM's FFM3�8 QTN CoG>OAi FOR FRA'!C FB'E7EIQ8117H OR dG<DAq TFE NNL SCRATCH SPACINGS 6W1 I DE i TO s NOFEE O.G OR ' • WEiaE THERE ARE NOT TLW OF,MORE ADJACENT TRUSSES M THE SAME WEB CONFIGURATION D 1 1 2 2 2 3 3 4 e-TAMLATED PML SPACWA MEWL A&ADM LDCAiM N 00`0&W D 3500 P.S.i. 12• � CAPABLE OF CONTANWs A RECTANGLE 42 NCHE5 HIGH BY2 FEET WIDE,OR GREATER 16 1 2 2 2 3 4 4 5 CONCRETE 1. _ = NOTCH OV STUD a LOCATED WITHIN THE PLANE OF THE TRUSS FOR ATTICS WITHOUT STORAGE,THIS LIVE LOAD NEED 20 2 2 2 3 4 4 5 6 Table 3.11 WALL SHEATHING and CLADDING ATTACHMENT REQUIREMENTSFOR WIND LOADS FOOTING SET ON )1�10TCl s AICD I L�QTAtIN NOT BE ASSUMED TO ACT CON( NnLY WITH ANY OTTER LIVE LOAD RE(1UiR8 ENiS. 3.12 24 2 2 3 3 4 5 6 1 _ c B 3G' • G INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE WFORd LY DISTRIBUTED LiNE LOM OR 28 2 2 3 4 5 6 1 8 EXPOSURE UNDISTURBED UR5 Q ON AN AREA EQUAL TO I SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURI�MLY 32 2 3 3 4 5 1 8 9 UNDISTURBED FOR INTERIOR IUALL S ilii eEcaro�I IXTERIOR OF • FRES THE GREATER STRESSES 36 1 3 4 5 b 1 9 - oND WFI ED npw am be w im SOIL BEARING D.A SINGLE CONCENTRATED!AAD APDL®IN ANY DIRECTION AT ANY POINT ALONG THE TOP. � I I 2 2 2 3 3 4 atiaEeT)lenl-aHEaTHrt4� DETAIL at LALLY COLt,IMN A • E SEE SECTION R50=FOR DECKS ATTACHED TO EXTERIOR WALLS 20 1 2 2 2 3 4 4 5 E F E F E F E F E F E F E F E F NOTCH • F GUARD NH9LL COMPONENTS Lal THOSE E)aCEPt 1i4E HIANDRA►L),BALUSTERS AND PA1EL FILLERS 412 14 2 1 2 3 3 4 5 6 . GREATER THAN 16 GAGE META L AND MEAwa Lorwm STUD eINACNG MN1riM NAL W-ACN4 FCR Wd COM'GN VAA a Tee Dox KQ$ 1.5'WIDE METAL TIE k1 SHALL BE DESIGNED TO WTH151'AUND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS 28 1 2 3 3 4 5 6 1 00114 oaD nidw,orJ 5096 OF THE v BY 2 FEET(610mn)WIDE OR GREATER LOCATED WNW THE PLATE OF THE TRUSS. THE RECTANGLE 32 2 2 3 4 4 5 6 1 PLATE WID ACROSS AND TO EACH • SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TIM ME1'iBER 36 2 2 3 4 5 b 1 8 NtEwoRE%E a 6 a 6 a 6 a 6 a 6 a 6 a b a a a SIDE 4-THE NOTCH � ■■ • PROVIDED THAT EACH OF THE FOLLOWNG CRITERIA IS MET= 12 1 1 1 1 2 2 2 3 k 6 a 6 a 6 a 6 a 6 a ` a 6 a i a WITH 416D INDIES L THE ATTIC AREA 15 AGESSIBLE BY A PUL.-DOWN STAIRWAY OR FRAMED OPENING N 16 1 1 1 2 2 2 3 3 24 b a 6 a b a 6 a 6 a i t 6 a s ri • I ACCORDANCE WITH SECTION eW11 AND 20 1 1 2 2 2 3 3 4lrr • 2.THE TRUSS S 44-L HAVE A BOTTOM CHORD PiTCH LESS THIN 2-IL 5-12 24 1 2 2 2 3 3 4 5 EDS 2cm a 6 a b a 6 a 6 a 6 a 6 a 6 a i a �, PM ey � AM�1� INV �ATTIC SPACES SERVED BY A FIND STAIR SHALL BE DESIGNED TO SUIPPORT 1HE MNKH LIVE LOAD 26 1 2 2 3 3 4 5 5 k 6 a i a b a b a b a i a b a i a • F&K �I 02A TOP f l� M K LU4 �� SPECIFIED FOR SLEEPING RDor15 32 2 2 2 3 4 4 5 16 ' rSTRAP 36 2 2 3 3 4 5 6 1 24 6 a 6 a 6 a 6 a i a b a 6 a 6 $TRAP c /► " f2 I I I I 1 2 2 2 BOARD eHEATHING or LAP SIDING 1rtiJOOD FR44 IED INTO STEEL er=A1 1 TO ACCOMMODATE PiPING Table 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 16 1 1 1 2 2 2 3 3 8602.6.1 DRILLING AND NOTCHING OF TOP PLATE. eHEA'iFIFli�" R.FTER/TRJO6 QPAC✓rG Nl'iyFlt OF EW CQ7�C1d(i4R.8 or 1Sd DOX N4l.S TABLE 20 1 1 2 2 2 3 3 4 (hew,o.W PER SIlf'f'ORT WHEN PIPING OR DUCiWORK IS PLACID IN OR PARRY IN AN EKTEWOR WALL OR INTERIOR WAD-BEARING WALT NEG7 551TATiNG DEFLECTION OF M3T1URAL be- 612 24 1 1 2 2 3 3 4 4 CUTTING,DRILLING OR NOTCINNG OF THE TOP PLATE BY MORE THAN 50 PERCENT OF iTS WIDTH,A GALVANIZED METAL TIE OF ALLOMAELE 28 1 2 2 2 3 4 4 5 66 OR b*MEAWWA a->4 2 2 2 2 2 2 3//F"SH PATH I NG NOT LE55 THAN 0.054 INCH THICK0.37 MM)OG GA)AND 11/2 INCHES(38 MM)WiDE SHALL BE FA5TM ACROSS MOM STRUGTU2AL N5 DGTTON 32 2 2 2 3 3 4 5 5 LArr�x U-24 s s s s-d s s THE PLATE AT EACH SIDE OF THE OPENING WiR1 NOT 1E55 THAN FOUR 16D NAILS AT EACH SiDE OR EQUIVALENT.SIE FIGURE 36 2 2 2 3 4 4 5 6 P602.G.I. RAFTERS HAVING SLOPES GREATER THAN 3:12 LA60 12 1 1 1 1 1 2 2 1 E-NAL ePACNG At PA1F1 tw _ _ PAPER BACKED LATH WITH FINISHED CEILING ATTAC.FED TO RAFTERS 16 1 1 1 2 2 2 2 3 F-N44.6PAcm AT N m*MAIE SUPPORTS N THE PA*L FEED(w SCRATCH COAT 5HEATHMUMON:MEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT 15 COVERS BY WOOD 511(UCIIIRAL PANEL INTERIOR WALLS AND PARMITION5 HMSO 20 1 1 2 2 2 3 3 3 0 MORTAR SETTING BED SHEATHING. C2-11 24 1 1 2 2 2 3 3 4 L- FOR eudL elEA1VAY►FATI614 FEET of TAF COIDEIaS THE 4 F�oT PERf1EtER EDGE ZOIE ATtACH9IT 1FddM8'EltrE eHALL UEE UEFD. ,. F L x360 28 1 1 2 2 3 3 4 4 2.-TAMAIM a NCI Or,NAIL EPAcM AMM 8W_4VNG ATTADW VW FRAMING 1`1010R5 IM G LOA4 FOR FRAMIG M�UN oAs jC*tV^TRE NAL SPACNGA EW 1 STONE RG02.G DRILLING AND NOTCi11NG-S UD5. �� r DE REDUCED to i NOES OG MORTAR JOINT DK LUNG AND NOTCHING OF 5TU05 SHALL BE IN ACCORDANCE WiTH THE FOLLOWING: 32 2 2 2 3 3 4 4 5 A-INCR EXTERIOR P,�MDM GALv*M 5=94U SHALL.BE r9R MW iO DE IRIBWTMI11M FOR COM1oN MAU � �t 1.NOTCHING.ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT � CEILINGS WI1N SKITTLE FTNIS�ES(INCLJi1DiN1G L n3G0 36 2 2 2 3 3 4 5 6 4.TAM ATW NAL SPACNGW AWEIJF A VX DM LOCATED N DrORM D 2X STUD WALL MEIDiNG 25 PERCENT OF iTS WIDTH.STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO D(CEED 40 PLASTER and STUCCO) - o I N5 U LATI O N (WH ERE OCCU R5) PERCENT OF A SiNGLE SND WIDTH. CEILINGS WITH FLEXIBLE FINISHES(INGLUAINLG LC140 L L �CONNECNT►SON PER MLRRpD To BE A HULTIFLIED BY 0_i0 FOR FRAMING ' TABLE R40ZI.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT A I R 5E AL TNG DETAILS PROVIDE BLOCKINGAT •,4;+CRAWL ,r �:�`d \` STUD CAMAT SHAVER AT EXTERIOR WALL Revisions- GLAZED WOOD !LASS RASEM SLAB= \` t:Ut FENESTRATMSKYLIG FENESTRATIONC13UNG FRl11NE LL WALL FLOOR SPACE= fQ;^h t'`.lc,fl''3 r ZONE t1•FACTORb U-1=ACTOR NAL 17-VALUE �t L R-VALUE "UJL CONTINUOUS BEAD Sire.* R-VALUE R VALUE RNALUE DEPTH Cf ri I`i ;;i'J;5 SEALANT ���,� RVALUE A I1 OF 1 NR 0.75 025 30 13 314 13 0 0 0 ,1rrJ d^vr5 _ 2 0.40 0.65 0315 38 13 416 13 0 0 0 - _=_ MANUFACTURED THIN- 3 0.35 0.55 025 38 20 at 13+51' 8113 19 5/13' 0 5113 1 + i t( ^ = '. 4 except 0-35 0.55 0-40 49 20 or 13+51' 8113 19 10113 10,2 it 10P13 t ti r *�� s X - _ = PROFILE ATTIC Marine _ • _ VENTEDAIRSPACE Seal t1 d-ywriF t o - TIL TION BAFFLE Sand r, 0n ►.-_'1 tl:'.'riOr I 0.32 055 N R 49 ZtT o 13+5 13117 309 15119 10,2 It 15119 Marine 4 ti;r ,r . '�_- ,' 'i f I t t.v i rt t►•�� V. CEILING GYPSUM BOARD RLWIDTH) ATTIC INSULATION 6 0.32 0.55 NR 49 or 13+1PJ 15120 I 3(P 1 15119 10,4 It 15119 >: ` 7 and& 032 ILI Ar 055 NR 49 or 13+1 19121 389 151'19 10,4 ft 15/19 ASAIR BARRIER CONTINUOUS BEAD OF SEALANT TILE SURROUND FINISH For S1:1 foo=304.8 mm. a.R-,sues are minimums.Mors and SHGG"re maxi mms_When insuldian is installed in a cavity which is less than the label ordasign thickness of - ; . � - CONTINUOUS BEAD CEMENT BACKER BOARD the insulation,the installed R rafue of the insulation shall not be fess than then-value specified in the table- ,,��•--�� w ;k'` , I ., OF SEALANT b_The fenestration flfactor column excludes skylights.The SHGC column a fillies to all dazed fenestration.Exception:skylights may be excluded from glazed fenestration SHGC requirements in climate zartes 1 through 3 where the SHM far such skylights does not exceed5_30. ! "" 4 CONTINUOUS MINIMAI STUD WAIL c.'15/19'means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior otthe basement watt.-15119' ; l shall be permitted to be met With R-13 cavity insulation on the interior of the basement watC plus RA continuous insulation an the arterior or exterior of the EXPANDING FOAM AT THIN PROFILE WALT home.'10/13'mems 1110 con inuous insulation on the interior ar exterior of the home a R-13 cavity insulation ai the interiar of the basement wall. ' otlCtlTt II NG d.R-5 shall be added to the required slab edge A'values for heated stabs_Insulation depth shall be the depth of the fasting a2 feet,whicheMer is tens in � I s� = F F � WINDOW PERIMETER Climate Zones 1 through 3 far heated stairs. e.There are no SHGC requirements in the Marine Zone. 1 r L 1 4 f.Basement veall insulation is not required in waneshumid tccat s as defined by Figure 8301.1 and TaNer R301 A. /V�� 1,��/��IC+BEAD r� � g.Or insulation suf decd to fill the framing cavity,R-19 minimum_ CONTINUOUS BEAD I h.The fiat venue is cavity insulation,the second ratue is continuous insulation,so'13+5'means R-13 eavrly insulation plus R-5 eontinuous insulation. � � `; OF SEALANT E (ABLE R40YAc4 1 EQUIVALENT UfAC7>ORP I � L, ' 1, s. , 1112"RIGID INSULATION WINDOW UNITAS MAPAIFACTURED CLIMATE FEN STRATTON Sti1fLlGtt CEILJNG FRAME,. MASS WALL BASEMENT !C- AWL �A AIR BARRIER EXTERIOR INSULATED WALL 1111 f1111Jf1f! SHOWER PAN ZdNE IIFA`C7DR lIF/lCPCik !1-FACTOR MLL-• [1FACTCIFtb t�- ACfiDR: 1MALL, ,'31%MWALL Y; u-FAcroa i'i:FAcroR: uFi►cTio CONTINUOUS MINMAI ATTIC �i4Y �,4i .� etld V NT 'O.M` 0.035: ,0,084 0:197 :0,064 0.364. 0,47Z•, EXPANDING FOAM AT 2 rrAO 0:65:� ti:om: 6a94: p.105. ¢osa:. 0:360:: oaTT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT EXPANDING FOAM 3 f1.35`. Oar:- U:03t): [}:060 .0.098 p:04T` .00fc i713fi to : _ ' 0 .. cr. R ertCr .oT4 except Mafie .0.35; 0.W 0.026 0asa�. ! COWOUS BEND aCOdNlDUSBEAD OF4'EIVE WOOD FRAME ' ' trOF SALAT5adN2re4; 042 05 0` 2 ' Q064� }.492 0:033 0:650 0.60 se� CONTINUOUS BEAD FLOORASSEM�Y s x � � CONTINUDUSBEAD of It ,,n o' f�r:` OF SEALANT fi and 8 0.32" 0 lis; 0:82fi; 0.045 0:057 0.028.;` 0.050 0:055 t r: r LU >,�;t l �.+ QFADHES(VE LU � :a,r NonfenestretiomtFfactasahatlhee6tehadtomrneea,creme calc,ttetl"rcerenapprovadsource- - maid brie: !,rs* stud !o CONTINUOUS BEAD C1. z ILL b•yrhen'rnorefhenhetftbeineufetbiiieeritheirrteflna-ttreuiaaaw,Allifaotlnrashetllresfnm%inrmfifn:IriggWa.Zone1a.'!I t: Urrete2dne2,6.12hCNnste- Pa, !'*'on ,- c{a` Ffts � S , `'r It F' t L� OF SEALANT ❑/�/� ��+�+ tu 2niie 3�a:Q87 in C9mota Znne i except Nartee-0:D65 h Ct;ie"ta Zuni 5 iced Yerhe 4 and'O.G57 fn Cis 7nnea 8lhiniiQk'&': �+e r ` FLOOR V Vf\TRtJJJ �'n o-.Basemnat watl l!fnCtor of a 366 h worm trunci int n>nsas itethed by Fgure 8301 i and t�tde 8341 t Tt t C P' -'Ii ' io f,i'r 0 a rd^i-ir Tit to nil ASSEMBLY TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION ATION 81032 INFORMATiDN ATTIC SAVE BAFFLE and YEW l7 t TENT MR emu=iia e1SULAnoN INSrAtta"RON CRFFERIA ON CONSTRUCTION DOCUMENTS_ CONSTRUCTION DOCUMENTS SHALL U Z cctnf awn air!Mier shaft be iaesta3ted in ft boding ermll", -permeable insulation shall not be awed ss s � " Generatrequirernents exteriorthwnw)mWopecantainsacordimmgWrbwrier. _ BE DRAIN TO SCALE UPON SUITABLE MATERIAL. ELECTRONIC MEDIA � USSEAD CEMENT BACKER BOARD auks er joiadg itr tft8 air harmer shall be sealed. 3 rrnaten� DOCUMENTS ARE PERMITTED TO BE SUBMITTED WHERE APPROVED CONTINUOUS BEAD OF SEALANT - TUB SURROUND FINISH AC � The air barrier in any dropped ceilinghotidt shall be aligned with theJ - sa�atiarn and�'t an the air banter shalt be aeatga. irasatatirna is any crapped ceian�rt shalt las BY THE GODS OFFICIAL. CONSTRUCTION DOCUMENTS SHALL 8E OF t� OF SEALANT till TUB UNIT kr° io cessop�enings,dragdmmsinks orlave@wattdatestowimn&1onsd aligned wfththeair barrier. SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND eW epees shalt be seated, EXTENT OF THE WORK PROPOSED, AND SHALL SNOW IN SUFFICIENT 1 V Cmitiestrtitrtiracomm endheaderaoffrarme DETAIL PERTINENT DATA AND FEATURES OF THE BUILDING, UPPBR U1,4LL SEGTI�I �aha ����� � ti�m the CONTINUOUS BEAD [TUNOUND RROUND '� z The jxtc cart of the lam .ion and act prate shit be seaters by co ear SYSTEMS AND EQUIPMENT AS HEREIN CaOVERNED_ DETAILS SHALL //�p� } _+_ -J jtenctian�ihtr top plate and the ting�erdst9w �Y v►itln s rr�ted�hastrtg s it�rrrtsl tesistsrase �SEALANT 1 J Wall$ l)s inchshal �sear of R-3 per jncfl miinim m- INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING AS APPLICABLE. � � Knee smile half le sealed. �Bf9ort l�oM insulation for fram�l INTERIOR GYPSUM WALLBOARD shall beknstinsubs�tiatconnectand 1_ INSULATION MATERIALS AND THEIR R-VALUES_ ll � a eft s all rrm em with the air bamer. AS AIR BARMI ER (2)LAYERS RIGID V naows,sfcy0gbtsand spacebetvtecewiadosuldaor}�rrarrdbaming 2. FENESTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT INSULATION doom andskoghts and fiaPrin shall be seated. (SHGC) UPPER FLOOR BAND JOIsTs Rim jests rJrn joists shaft include tete&balder. %m osts shad be insuftwL 3. AREA-VIE IGHTED U-FACTOR AND SOLAR HEAT CAIN COEFFICIENT CONTINUOUS BEAD EXPANDING FOAM SEALANT t=ktortamin9 cavity fnsu4&an shag be inst (5HGC) CALCULATIONS_ OF SEALANT MANUFACTURED RECESSED LIGHT ENCLOSURE AT PERIMETER OF STUD CAVITY "'tet n`�e toctwiththeunderside4. MEGHAN(CAL SYSTEM DESIGN CRITERIA. oPROVIDE 31�"CHANNEL EACH of subtlow decliln orftort�arrimg cafe Rom Abe sir barrier shalt be instated A anir otpined edea .roan�a!f�Wmitted to be it coratact V&h 5. MECHAV I CAL AND SERV ICE WATER HEATING SYSTEM AND CONTINUOUS BEAD ATTIC INSULATION garap aid TIM TR OF SEALANT ATT , EQUIPMENT TYPES51ZES AND EFFICIENCIES_ R, USS - SIDE OF INSIDE PANEL FOR � r] r�ltevarred ft=tosI of irastrlatksn. h$tap side of shaaattiru�,or ccetziawoeag Institution ` stared an the underside of hoer fra'min'g and 6_ EQU IPtIENT AND SYSTEM CONTROLS. erxts frorn the bottom to the top of all ,.- �, �' EXRMING PERIMETER pestmeter111wfianting maetnbe insulation. 2016 ENERCzY CODE SUPPLEMENT -CONTINUOUS'MIN MAL � � #� �` �� - � ed€earth to rwroted crawl spires 6halt be ere pm0ded instead of li=ar EXPANDING FOAMAT t 1 FOAM SEAL cfawl space Waft afihaclsrsstvsaMrstanterwith insulation shaftbepermanotfyattachedtothe (REVISED AUCxUST 2016) - � � � - - - s.ablittat+ed` e° a' PART 3 - AMENDMENTS TO 2015 IECC RE51DENTIAL PROVISIONS - WINDOWPERIMETER / � �` CONTINUOUS BEAD OF >sttaRs,tltr y penetr,»tiaas,and d sluts PACE 3S Shafts,psnetr>#Imm n to exterior err u ncotirfa9onetl space sha�'I he SEALANT L)Batts in"Mm"cavities shall be cat to Ilk at 'I_ DUCT SEALING, DUCT AND PIPE INSULATION AND LOCATION- � 4 _ _ ` 4.m nmmwca`atiesshall beClod by'inse on that S_ AIR SEALING DETAILS � 4 � � � Namw cavities at inststksticin RM*canibir s to the mai abs 1 - EXPANDING FOAM U t 9ealitlQ shall be Draw idol betYrtfen the g�orad f +- Q _ WOOD FRAME o�� '°" ntiart�spatrts. ❑ BLOWER DOOR TEST WINDQWUNTAS -- - - • Recessed�g eeessed Ggtat fixtur"untamed in the buil ft Recessed ficial ftatttres installed in the tx mg ❑ MECHANICAL VENT TEST AIR BARRIER FLO�ASSEfU�LY ermal Tape:halt be seated toffts ti hemxel ernvt�lope shall be air trgfit and IC-railed. DUCT LEAKAGE TEST e _-.. Rett insulation shall be tart nealty to#anwnd 171 Q *ift wid plumbing ln>extetfasrvatlta,or -CONTINUOUS MIN MAI EXPANDING FOAM SEAL IT AT PERIMETER p yre�a vritlrrginsutadilin that an Instafhdon feaffly confoa3ns to f.:am> rnr sr:ttm svea�space stall extend betxind 0*9 and F.�!�.- Kat a. EXPANDING FOAM AT LLCAUT NUOUS, HAD OF SE 'lNT 10 C-yr ala a-b A.f I. ft air barrier installed at odedorwalIS a(!pcent to WINDOW PERIMETER OI All CEILNIG Shmmilltub on exterier vrstf showers and lobs shall sepaardethem 54r ffm ExtePiOt'welt3 8s14ceClt to sltcsows and tubs OWI Gail ei twadt into bar shtlensrs rind tubs, be insulated. �. - CONTINUOUS BE -RECESSED IGH TIAIG FIXTURE o aVpbmte box an ak harder thel be hnstAed behind at - OF SEALANTElilict6cRECEDED LIC NTLI IN ATTIC arrnm>sarucatlon#es�tes or air sialic!taa�ss shalt •• • eArwas _--�• CONTINUOUS SAD ATTIC SAYE BAFFLE and VENT nstattad 4c register boots that penetratetxaa'idkngUlamrsal �ti�1 va£=alar _'nr�t OF�I {ESIVE _ �I �,1 A A 77 t ELECTRICALWIRE AC register boots �shall CJs sealed to the sublimer or d"Il, AUG 1 I G I'�i, LA !10� _ hit re*red to to sera.concealed fire sptinldere CONTINJOU,S BEAD ----- � rt.4+ingilarnLIG OF SEALANT - ATtIC FLOOR r'FtAANING �:. shall Qrtty hes ssa:ed in s mrama'us that is rett+urr+ttett;led .� cancer dsprimk rs ealft a ;sr e b W ffre --__ RIGID NS ILhTIO i °R.-VALUE Ei:TH PER C ATS" TOP PLATE pdrildercover plastes and tx call--n gs. COMPRuSIBLE WEA THfiRSRIPPING AT PERIMETER OF ENO-0-PURE s.In addition,Inspection of log wds shaft be to somdance with the l lm oflcc•4oa. I ;- SITE BUILT ATTIC ENUSURE - MUCH IICALLY SECURED EXPANDING FOAM SEALANT 1 , R402AA.2 Testing. ' WALL STUD The bulllding or dwelling unit shall be tasted and verrled as having an air leakage tete not exceeding five sir CONTINUOUS BEAD changes per hour In Climate Zonem t and 2,and three dlr changes per hour In Citmate Zcmes 3 throught a, n OF SEALANT Testing Shall be conducted in acctndance with ASTM E.779 or ASTM E 1827 and reported at a pressure of 0.2 - C-uax a--;411 w;F. ponre�trar jc, inch w g.(50 Pascals).Where required by the tilde off dal,testing sbali be conducted by an epprovetdthlyd paffj►. . ' = CONTINUOUS SILL SEALEP, A mWan rife restllls of t>,le test shall be signed by the party conducting the teat and provided to thee i :/ /� -FULL WIDTH OF MUD3ILL offidal.Testing shall be performixt at any time atter creation of all penetrations of the ball>r Ing thermal envelope. FOUNDATION WAIL AS outing �� ! ,,,31 a-1i,_e to dry-sr r v -h joint l/ �/ AIR BARRIER � t - I i 1 II � TOP PATE ELEG1RICdl. P�TRi4TI0N � o 0411 -y cci-npn,inf or with ce.;Ike.1 foarr '4� e.n-Apt �� �� CONCRETE SIMAS11� 1.Exteriorr w1ndoaa►s and doors,timplace and stave rS shah be closed,but not seated,beyond ti`te blended � `/ /// ° AIR BARRIER l � � , � ����I C+��- LATCH TO PRESSURE weatheistripping or othar lnfilt t�6n control measures. c•,n*a ,;t r�!ar ri . i nm-.r \\ �\ � a a � � ! G L �, , E �. T '£ tT�iRSTR6P?�tl J A , 2.Dampers Including exhaust,Intake,makeup air,backdra'f:and flue clampers shalt be closed,but not seated � _ � � 4 { 11i Il� i Date: beyonid Int=ended Infiltration control Treasures. "�_ • a a � n. � � 1 � � I j 02.062021 PLUMBING PIPE Drawn E39-- 3.Irtttiar ciders,If lTstalied at the tune of the test,alta!l be open. ect +< E_ MOLTER 4. Extedor doors for continuous ventilation systems and heat recovery vtentilators shall be closed and sealed. � c �``'�. MAI�UFACT't�?ED DULL DON STAIR 2020-58 TOP PLATE Pro J 5.Heating and cooling systems,fir installed at the trite of the hist,shall be turned off. Cal,rk at a OI,ITLET BOX and swITCN BOX �``-�., EXPANDING FOAM 6,Supply and return registers,If InStallOd at the time of thetftt*shalt bo IUIfy open. � � SEALANT � � U r WAIL STUD AIR r] U ,ATTIC PULL D01,�1 STAIR TOP PL,4TE PIPE PEI�TRATION