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HomeMy WebLinkAbout39850-ZL1 Z 0 G r z U IE II e 3 Residential Code of New York State 2010 Climatic t Geographic Design Criteria table R301.2 (1) unJ ThW P'InJ ° AfNn $ulyv oahn'N;E \Yr I nIc II¢ Jec JNITLe 126 1TIFF T <II LuhmW I<+'J IInN M1snJ A' FluEcrF Spcnl Un rp 45 IDI c SC✓<R: x � L�,y 1 p G' OEILIn'_ Tole TIES IMEN i 102 INSEE FAMILY RCSJENTIAL Use k occupancy classification: TOONSTRIKTION JLA55IFILATION THTC V{3 Typical code requirements: -ALL IViERICK ACC CX.LF:O4 WALL CGKRINGS ARC TO GE INSTALLED IN ACCCFIAIICE WIPV SECTIONS M-021, R102 ANI TABLE 70235 ANS 705A (E: RL -U -ALL IHy„ATION TO SO IN-TALLEO AS FOR AVC NGT THE FE6JI4KNTS So SECTION Rli -ALL INTERIOR FINIS -CS Si ALL EC FIFE BATERN As FERE SELTIIN 821 -ALIGN ALL RAFTERS, IDE! ETJIE -ALL Y;ALL FRAMIN5 TI U"LETWITH FEC211 TnsG'Ha4 80121111 -ALL IEA WI'.00/R a BIER$ TO NAVE A MIN IT RATIN$ CF N ASI PER SEOI R:OI 131 a TARIFF MINE FRIVICC FOR SLGLFINS AS FAR SECTION RE Is -AL C%CnIGt WALLS TG B^_ E 2AR HALLS IN ACc^RSANCE KITH FILM 544p AVC TALC E I I AE -ALL nEvl FLlM51N5 FIYh'S9 TOE' IN AGGGSCA'+cE WI ccCTIGN R5/l + FIRWIFITUE Loads table R301.5 Deflection table R301.7 VSE SPAM, LOU LIVE UAC STRICTURE HOSAMER AU CWABLE IEFLGTII9 BOSTIC 1. F`F 45 F3F 14HFTEU' HAVINS 51LOFE5 CREATOR LACI TOTAL 1`155 SF Rcesions: THAN 5/12 YV NI FLNIWJ 6CILII6 ATTA'HFJ TO w=Fs FLOORS (EL¢FINiI I] rr SO Fsr rt.TE HALLS 4 FAREIRONS Hge1 rLIJRS (NJV-=_LRIn'S) 13 FEE 40 Fer FLIER 4 FLASTERCI OEILI M'5 L-60 CCLK5 11 FIT 40 ME ALL OTHER STRrLTLV.L NEMEEFlS L/240 EALUNICS IO Ani LO RE, EJRERIO! WALLS N' FLASTCR OR H£61 sTLeco nrasH ATTIC WI STORFi 4 FSF 21 F:F E)(TERILR WµLSWIW LONJs' W 0240 R PTTL ENI_ HC :TIE WIC STeciii I Per 11 FET EXTERECR WALL-WIN'J UACs' WI vI21 FLEXCLE rINIEFES GARASC -51-;i — 1EF 'M PE LIAC SHALL C= F. TAMITTEI TO [E -AKEN AS I,i TINES :FC CONFC,NENT 4 LLAISR;S RAIU`+SS 2IO •'LF LIAIS FOR TME M1 EROO 5 OF THE GETERMINMG IEFLOTIJN LIMITS YCRJI Room requirements (R303 through R305) Roi ARFJ. HEIGHT LIGHT % VENLILATIGN % CLRCn GREAT RN 542 Sr <1'-O- 11371 SF 52 4106 or G 341N SF I ECRM 02 114 Y C 111 II IT 5= II 62 SF 5 611 5= WCRMR 115 Inn 1111 36 CL_Y- EAN 314 sr 20 16158 KASTER 3=IRM 216 SF 1 i' -O' 53415E 24 4160 SF 22 I&'12 IF A G GINS AREA OF NIT L55 THAN MS E FRLJIc_I YTITH AGCFTE TC 11 -ALL YARITASLE rtt0 W B F E SS IR THE FLOUR ARCA OF -F FOJM3 NATe4ti VENTILATION CR AI BE NROJGH T65 SHA . AIRS v MILS OR I:AO 55 OR SHA L OTHGS TO :FE RIOR AIR SUCH *PRANGS SHALL Be RJVIC_I wlTL ACCESS, OR SHALL BE RFA IY THE NILBIN> TO ni115C SHA L ME 4%LOr THE MII+N/EN OFG AREA TO TLC- NPICIRS SHALL BE 4E OF Tr+C MINF FLORA RE II ORC -LNt AREA REINS VCN9L4TC (R3C3 P 'ENECCOPITION AREAS K -=S NOT EC FROJICEC RICMs WHIN FRC MECHANICAL VEMILATIIN Is THE GLAZLI RCA F BCCI AEON ARTIFICIAL LIGHT IS PROVO =J CAAELE E OF THE INS AN AVERAGE nOV OLIJUMMANTION!N ^24ME T Or 6 OR FE+ILLS (Hi LVJ�VCLR 4E AREA IF THE FIOM AT A ME.GNi GF 3I' ALIV! THE rLc_e LEVEL IR503L Erce aI HI - rtw1lE if, OEM! MELVANrcr.L VEnnuTIN 1N BATHS WITH NO vEN:ln's rvINCCWs A1R5033) General conditions I IN -1. CIGGX, FA3[ICATON! AN CoNsn LLTIIN YORK:+BALL EE UnCKrC1 IN ASeGVANLE WIT -1 TLIOAFLC FOOLFr STAT ANC LOCAL CODES AN OFSIVMECE_- P LLDH5 OFF ICT LIMRCI TO THE FILLOA'NO -1'NT-CM 2112 -i'ii MENTAL SeN IF ILW YORK STATE 2SI V -CncRGY UCERVATIO1 UNCTRWTI6N UCC Cr AFW YORK -TATE Sow -YECHANITI CCL] OF nen YORK STAG 2011 -FISH AMR 6A5 LACI Or III TIA< STATE 2011 n_R! CCMLICTS ARSE -r _ _-T,neENYRECTI ^ICMv CNALL )NIFTY 2 TFL 6C1LRAL CCVTRALTGc li CEF/VSIE_E FCR CG:VRHTIIN IF NCRL hTHE AL TRAP" SO THAT NO CONFLICT OR DEFII FE'Si IN -Tc GCNFLEV INTIK e THE ARCHITLT HA'- NOT EACH RRAInV TOM CC.e iRKTION OSYRVATIIN RV ROSATI NI 4 T- E LPHY R CCNSTSKTIIN ACTIVITIES E CLNTNLTCR SHV. OBTAIN ti'ENT tVILEVCE CS ALSO FAY FOR ALL FERMIT5 NECESSARY E YLYIK Aro LCMEOF CO ANY A -T rE CONI tec?ALL I E EE FERTTVFERNT T S LERTIPICAiG IF 1CCIlAHE Nt9 ALL ry ANNIE AmFGJALS ALL VARERI EEFLRAINSICI: LTACLGRP F[-. YUTH THE RECU,I.TIC`.S ANJ CNICMV:v 0-TIEVARNS GIVEN nSeNCICS HAT 1F SCILTICN lCW TO ENE c eLI'THE C N CrCF TIC Ie ILA FR EN`I FCR IN uT ANY H ANNE F_=C F: TIE FAYME-r 41ALL CGM4AC, or Ft+Vlw T`^_ CnLT IN YET ANY KJGSARY OCRTIFICATE$ C ICCUMVLY C¢ IN FT ATE) O G- eBRANIAVGE IE_ -BEEP R Ti VARIJFi AGC141C3 s ALL ACTLA 1CV51NC CONDITIONS N IN AMINE:us N A A^`XiVrvAr ANC ARE EN`AEL: r0 nf/uu`+As FERE HE ARC n4c COnPITINs. TEE WSCM1ETON cr :H--_ AL`Z An:J AE C.FELiSP AN.%/Ct ATRIN_C BY THE Artcxlv:. i INC CARESS'. THE SHALL ^ECV[EHALL CTIKTLo 511 w E TO ANcr WITv ALL ECE7.5,4_E PA=C -T' ON SOI RS' H.£ eGn TRh.:cA CHANES CJN3KT ALL WRK r1 FIrCLwE THE ERECTS I. 1'LFAi1CR LETC. W;RK. OR SRH IN rROLRES_ E ON CCV:cA'icR SH.LL ASEL"'E A:.1. RCYINSIIux Aid EN+ENST CF TE`!RCNARr Ew'_ISLRrs N=TAIN He CR w' VI IT He reR IN :HL eRAn N_c. ♦ OR INN- SUST TV He CAI _:SOV OF THE O CIM ANC TO T E A`�-TONAL I He AF Ny�CT, AT ANE OCYTML:OSSb LX.T_NEEFr ISAFEWTI=THE FEAR wry l rtnmNRen.eL rvIANYE L INodoi C/N✓Rmw_R IIAETE �L UMRALTCR C.'ANC FE4R ANY AV AL'_ CCSB A`$CENTS W'TE YV'R'C CISeGV:IIJATIOX, MATERIALS ZET, EN 'CEVRANCE —HILL YZIN _TO TE"i2'J.TEI1= 11 AC NTI OR NE V' wIJ,L t C< i1 THE LEGAL I \C OF T -c rC^FC'itt Ni R^IISFs NJ ITS ASENi51R L�FES ACRAL" E n THE ERTAAE OF TI A. Fsv, NT T1 ENTER IX:I THE YCI1K SH41'I'.F=ICE AS FIN uYRAND A ACCERIANLE OF ttCRZtvS-r TT IO (LJ' Ni`A^LC SNA'1 Cr 11A:O CrCMTC LUTJ ANY AND AL ISLP'EM5 TOR Str GINNER AW U\TAALTOR I. TH^ UNTIVGTM SNAIL ETC AND H ANINICK F VEE,, :HC AGTVAL LOCATION IF O C AND ALL Ec ALL SISINC YUSTC Ant 1R_ATNE RIES VS FE FLAN ITIENEOM YET OR TO UNF'CNLEnQ1i OF W:AC ALL LIOF ST ATNE, ALL TI E AE RESFICOIILITY TT NEC CONTRACTOR p FACILITIES FOR Inz-No AT ALL TIMES rWIPECTEE IN EVr ACCESS AV'J SAFE AND FTIF[rt rnEN HATE rcA TE Ins'iLT1N W'CL r4RTA OF THE YG RK M AW NA'D AT O M KCANJ1i r FERE ENT TO l TIME TO CE L_TCLi l'IC OR SJESrA`Je V STALL BE RILL MAT IA GHNO EEN5 VLE55cr ONTHE C NTRASTl1\5 IS 17'1 ASTRAL AVC IIDM511IILATCL IN T E CONTRAST CCOO FROILOTJ BY THE ARCHITECT HNNO UNTAS`LR M IF THE FIR SITE 'AT' OEMA`p SHALL EC AM AY FGF TLRR.Y IN VY or THE ATR IF MISLIC ANO NN AU' AMAY FREE A NE FILMIC, C IP. or TN_ RATA IF UNSTRJLTU`IAV AWAY FRCMRWIL A.V^ VENICE TRAFFIC ANI TI CECMTEp i1A C u'O FILL 511 K NAT NE+_I CATERS, 1 OR NEW .ALLHAEIETeri-:: EeE M.`:LL cn AN cY ATEP CIAMECO.TRAE P,MN OR ECJAL. ALL WpCEn mFCS AVS SERs SHALL eE IS IrJILASC c EASE GCniRlEi ORAHIn55 WlticniNALL NOT IN HIGH FEVIRIAWE CR'C'TITE GE4'IVG RrNISN FICE0.'il.A`.S IILSELT SUETS "!-ITALL iLW WCASCO 17 THE UVTALTGR SHALL GH6EK ANE) VERFY ALL I:I - Or THESE THE 51= TIGR TE I MO RK or Y('J!K ANI HE ENUL FA`! uAlz NIN_FL= NITS THE IXT3;: K TNCEE nJJls ANE MAKE YG Re EE -C 6ANT_ IS IF INTWE TM_ U'.R5=1' cc N6 TH i A ACTOR EXISTS MON! We MEL_s WITH THAT A` IIJIGATEI IN TERSE FLA � THECONTRACTORE-NALL SCCr WRK A,V NOTIM THE AALHII£Li yMJI.. xe FAIL AY N LIATH YTT,S RR'KER.1 AIY Cc,NTIIJ_ TL YGFK. HE STALL AS SJ12 ALL RE4Cu51ILItt AVLI MGILIKARI51n 5TH= -FVIN I. ISO HOTS LADE F AAN MINEVCNEIN'4MLL E_C Z AYNY rOrA ED EE ANO WENS INTO E`(IZTING 21 OI NCr SCAENT&ITVS WRITi ICET Oo r_$Cr"ER REMIR ACED OFTH BINE 21 IT IS TSF INTENT 1= TACLE SWNIN55 TO Cu'_AIN lHE RWILR^_Tr9 CP hC rRGRiEC CCnSTION Xi/EVEI TITLE CCAIITICKY YMISC LVRIn'S COVE -1 RllLTLN THAT NAY NIT HAVE *E BEEN [NH M.STIKLY OCTAILFS General specifications CONCRETE WORK (R402-R40T) I AL CONCRETE WRK SHALL CONTI WITH THE :!'E FIGATI/ ES ANO TGC r/_L/VINO STAMARk EJCLTF WC [ MORE TIIRINGENi M1EInREYEN5 5H/VN /R S+'Lcmo SNAG i ,Nro E ACE 511 'SFCtIFICATIIK FOR 5TRACYF)i CONCRETE FAR Who'll er LATEST LMSION RE coo DE FOR U'A:CR FLM ANEW 5W UVGTR.ACTIIN' LATEST RASION 1 El H+C1Co r1VLTICE FIR U4'REYS IKi5CT1/M LA2.T R_'YI`ION I - FEB 'EA evNz ecer IIIJIREYENR FOR Illrr/FOCI U:LR[R' LATEST RNISIM AGI 541-RECC4YCNC'CC FFACTIGr FOR CO14<ET=_ FIRI NSE LATEST REVISION CONE RE.n�YOING STEEL INATI'MAWAL OF E 7ANFNRF PRACTICE' LATEST RNI51/N T i MIXING ANC FEACINS K OCNCRET RF NS HIT Ab (sCLC TETHER' LATEST VISION E AO KNT, rlronT.1V,MArER/R YW_LE T OTHER VOTE CONCRETE JV.LL 1 EA ORMFRE55FE SELEFEE.A LIMTCSSI`/C 51TEFI OF•ASC/ F II a 1•YON ' AYir GI`L'.CTC "NALL W AI! ENTRAME).� HAVE A. AIR UNTEAFF 1Y NNK CF CTII S++ALL NOT OE LESS THIN 5% IR MIRE THAN T! MATElIK5 LEI TO FRNIL'E CINLRETE AID TESTING'ry Y KITH THE- AP`tICACLE ITNAV OS LISTEI KOct^J Iv I 516 IwETM L 1151 INH CL UNR ALL YCLIEI WIC FATFNC RL1vcSGENI+T STALL CAN-GR4 TO ASN AIJI LATEST R,151r+ 4 ALL FNTINGS Ab TRAY WAME SHALL FEAR ON NJ15"5 SPIE HAVINS, A MINIMUM WAFINS GA AOITY M 2N1 FWNS5 FCR'AAARZ FLAT IN ANY WAY TO ANY FFIFISEI 5TR,CTLFE IF YE- ANEW BY TAE ARCHRECT, THE ALTJAL S/'L [CARING S[TRCME\T CHAII.eTE ICTIC5 SHALL BE Ascec°O Or A OJRIMINP i^ I5 T=IT LANH RATORY AV iEO1ECM;ICAL CHNSIICR M IYK[ SHALL BEAR THE ELATE E /F TESTINS MASONRY NCRK (R404) I ALL MAOSARY YORK SHALL CONFORM TO THE RECJIRE14115 OF ACI 5'.I/AY'CS/TMS, 422 N1 CIPeonST NAs/IRY MTS SHALL UN=IRn TO TEL CCJIL'NCV19 Cr ASN C.0,o( LATEST RcHICION, FOR fLLL LO"CCARINi ANO-NRY WITS WT{ HATOM.H GO,TTREnNJE 5TRN5714. 5 MORTAR TEF- SHALL EC SJITCI TOR TFE FART Ee-APE J NJIRCINNE IN YHICH Mti MLY I5 LKATE7 GIVI,VS WE REGARS FOR STRESS, TTI Ali NCISTVLE LCINATICINS AID UYRY MIN ASN 210(RGIT 1) 4. Mocces SCG ANS N -TATO VER'IC AL EIPANOSEN -DINTS SHALL SE LKATE. AT 21 FOOT INTERVALS SLATER NMNRY LNIK cAACLC Or TRAIN ITTNVi .NEAR S14LLL EE UNLIF9 UNITS CAFA:LC K TRMCNI:. [N 1{AR SHALL CC VTILIZES AT JLINT LOCATIONS 5 RCYiE4 Cob MA'v^NK 6ANJMSI ARE RCOJIRC'J AT Nl. LKATTI i. AL I\TERIOR AST E%TE` son MA51VtY.LINTS SHALL Y TOOLEI M RI W. NOT RAKES 1 AYYFS GA_VANID STEL HORIZONTAL REIIJRIIGING 13 RENIIREI AT li' N.N(IYM uenn N.S IN:LL11 W' CORNEAS, IHiRSECTI0145 Ab rILASTE E KM1IUNTAL JOINT REIxrcIV IOU' oto CE IJa-/-IwLLI OR _ALV. ♦ INNATION TO IC`IwIRLI.U. INIILAL, TRACE 614 REIIFCRGING PENDSAFE REONN ENS AT AW OL INTERVALS EXTEb,NS Meek" ONE re)(I THC MALI. IEIGM OR 31' ANHEN EVE+ IS GREATER AVS ENCASE IN GRCJT RLLEI LCLS HALL KIµT 4 FARS Ann RSMCI AT 16' INF_RVALS WTM RELY GRO'JIE1T CELS. FARS MALAI.L FE CNCCLIJ IV CONOIETHE rCA'SATICV _TE FICIE\P_Y TO CEJELO? ASSIE ATE AVCIK'RN=_ 5TRUGTURAL STEEL (E362203 -5C2205) I ALEN 5TNK11.1W. STEEL FeSK< SHALL BE IN ASOTSFOANCE IN T1 THE RPJIRE'^ENTS HEREIN INOICATEO MEN IN ALCrRIAN.CE wITH THE RE^.J11lEriENrs Or THE FOLLIENNE"S 5TAVARA WERE CONFLICTS OCTOI THE MORE STRINSF'P 5TAIJAFJ SHALL ATLYE RESIDENTIAL LOSE I= NEW )AI<G STAT: MII'JINS CODE IF IOW YORK _RATE THE RESIGN, FA[RICATISN ANI LL'.LTUN or sTRIKr.E'FAL 5=1- WILCENLS AIJ S:R IMES ALL BE IN ALCJRJANc= WITH EITICR T. Alx LIAJ AIJ RESISTANCE FACTOR CC_lEV -sAEOrIOATION FOR _FPJLILIAL STEEL rJILSINS_ (AISciR=W, ASO SEE671CATION FOR NFaAL STEL WILDING' ALLCWABLC STRESS BE51GN A15L-ASW OR AESFELIFILATNJNs FOR ( t iPE DESIGN I= STEL. HCLLIW SiSTRSHALL,V. CIEC (AISC L NIF W+LRE NINHOIEO, iFE •Cry OF STEEL STRIKTIIES SHALL CE III ALLGNANCE WITH THE ACIITIOILJ. SEISMIC IES FRIJISIOIS OF [L 22V ANYVA.K- W I -AT, 'TJRAL YC-LBITIG LEGE-siEF1', LATEST REVISION 2 ALL FRAMING MCMBCRS SHALL CE 5416E FABIILAT:S FOR EOLTEMIN III A55FMELY. SICU GATING OR ISILLINS Y, 5`[ RCJ]RFJ SHALL EE CLEARLY HOTELS ON THE DRAN N65 All. FRAMIKS MEMBERS SHALL GARSY AN CA'::LY VISIBLE ISENTIFYINSEITHER STAMFJ RY sTe+CILFI OR FAINreC 1 FI O T =HALL E MANSMEE ITS LCLTrOINA NS ALL E E CONNECTIONS SNNJ. E`E A41EI BOL 5.. B BO F AST -1 MOIETIES UTILNS A325 AL MESAS 540VN CN THIS FROM UTSS THE rAYING 51JR�ACES OF ALL BO SHA U E An Tis IS SHALL BE SMIOM Al D FREE FROM CVRV OR IISTgITIINS. ALL BOLTS SHALL BE ELLE LTR* -ZINL MTCI 4 ALL STVKRRAL STEEL SHALL OF ASN A-36 THE • IF K51J 5 ALL $O" LCNV Ott SHALL PH KLGp OR BO_Tp. III TO C- 314- AV A5N A-325 ANS MEET A150 SRELIFICATIIIL, SELTON 1I6, NELK TO E CTINX ANO M'_CT AIDS 3 RCOFIOATIONS, S=LTON 111. ALL 5'£SIFIOATION5 TO BE LATEST REVISION G. ALL NELAE SHALL E RITE BY LICENSEES YCLCER5 1. ALL STEEL ICTAILE SHALL OR C_SICIEI TO CONFORM TO ARLYITELNRAL RGVIFLET-NT5 ! ALL STEEL FLITCH FLAT35 TO BS T TINS)Si BGLTEI WITH 5/C' MIAMI STEEL 111i AT IG' 0 C 5TK-5E4Ep STRUCTURAL LUMe ER(F502 8602 RD02 I 41:LNeR5,C ryALLST+LEl IE,65 a RUTS, SPA_L Ee CIMSSE1 AV UNSTRL'LTFJ IN STAN TALES TONI IN THE RESISENTIAL CO NE OF NCA YORK STATE It IN ACLORIAV,C= WITH AT / NC INNER:ASCE-T, BLIMN ONALL [E THOUSLAz RR UNSTRUSTION iRNc.2 CK BLL CTTE IU:H THE rIONING 2 VL NINIANT steri LRA NNI ERSINL STRESS EJ. II.EE 475 AJEJ 1107 FIE SIJ.R SnEss FY. 3 REI MIS OF ELASTICITY F. 16 x li ANSI _ ALL FRAYING CFAEALTIL ANNE ANCHPV SPALL CC Ii 6AGE GALVANIZES STEEL BY IIMEECN OR EW AL I ALL++ALL r -ATS EEMInI IN CONCRETE SHALL CC TtI TREATMENT FSECRVATIVE (FT) TEMPER 5 ALL LIN' IEARINTI I NALET"IN LV+C4R SHALL CE ICCNTIFI V MY A GRACE MASK OR A Ir5 HERE IIO -TILE THAT HL SEEN AFRRH VE^ BY AN A/AR^ITATION EIY THAT cOMR IES PLUMBING AND HEISTING WGRK (P2502 t R303 D) 1 RVH:. NC- - SANI VAN. ESLD ANC NT MATER ANP ALL OTHER PIPING SHALL CONFORM TO AL LOCAL, CO NN a TOM ITCOMIRENENTS ANC THE REG+nREILNT5 Or THF RESIDENTIAL CODE OF THE STATE ACT YORK. 2, ttC USE or LA SCLOER IN RFING -U' INT_- IS SALTLY FROHIBITEC LACER LAM ALL HYIRONIC FCATINS CLIFF. LY AND HOT WATER rIFE5 SHALL EC P45ULATCS. 4. MILITIAS SYSTEM SHALL [E EXI51FNS TO REMAIN OINRRAOTCR TO MCOIFY AS IREOUt" TO EE ECTANEI FOR eGMGRT HCATK IN ALedRIANLE WITH THE REGUIREI-ENTS OF THE ENERGY CONSERVATION UVSTRKTION CODE OF ILW YCGK STA=. 5 THE FLIMB:NG CONTRACTOR SiLALL *STAIN ALL PERMITS, 4 PAY ALL FFES R CLITRES FOR HIS WORK ELECTRICAL WORK ( E3301) ALL ELECTRICAL W'J!K CHILL LEL=CRN TO THE n' LOCAL C ' H( THE-RSICE LL LGIE IF AFFYOFJ STATE, T+E IJ.TIGNAL E'_ THE C CICS T"_' STALIN SCK -<CI AER ALL AFRILABLE LOCAL FCLIILATIIVS. THE CONTRACTOR SMALL DETAIN ALL STRAITS ANS FAY ALL ECEs F SUR F FIR HI5 WGRK Tl-= TION A 0NOY BE TH PAVE rrlG INyrALLATON n+SELTZ ATi ATRIv'J C AN IN=FELOF AGENCY BE THE 174 MZ IN5` RITI*N MON COMLN AN1 S4fMlr A cE3nFlcnrE Ir FINAL. AmROVAL BY THL ws �CTIIV AGENCY LTGN COMPLETION, 2 EMLKC OCTELTI6 SHALL 6C FVRNI54ES AV IN57ALLEI AS INDICATES IN D2V'JNSs ANO IN ACCEIRO E WITH A ons c ei Tier SAFETY ANO ELLTRICAL USES 3 ALL ELECTRICAL rIXIL<E5, CNITLHE5 ANS ACCESSORIES 51NEU BE `.-LCL _D BY THE cYvY=R uNlC Sq S' BLVD GRLAi PGCDtV" SITE PLAN SCALL IE.O20E SITE INHOR'+ATION AS TAKEN r0i A SJSVEY BY Hei T BRYAN, LLE, III .NE IF, 2GI4 Abbreviations & ALLM Er SRNG ONE C< O -NS o OOI+T LT C1a VIA MIT IN Dn EW FAI IF FJ FR *ALV *M LINE MSM MFO9 MS *C THER III REr ILO'v i COPE -5 CH EK T5 TIE WN VIF W W AN Ni ALUMIN.^A O CG.NET N0T E -FII, \_ CHL• CCAR'N _ _ET e / 1 U.,.IJ' EELNO 4015T p SOME NOTE CHEVIc R_'VI3ION x � L�,y 1 p G' OEILIn'_ Tole DILA I M / UVEB OFTMNG 102 no<n0 _— _ CIN, C NETINZ VS 14029 ERE IRA SSOR TAS COLLAR TIE COVER CCNIr`eE E MASONRY UNIT SRYCR O WA"TR wIN'Nw TAG 1111.3311 verm ON WASHER EACH IYAY FL= AIR INTAKE FINISIET FLOOR rLCOR.KIST FIRE RATES GALVANIC -S OYRI- NAL L SOAV PEILFT LAMB WIE'J VFI.EER LIR.EEK N^'ERATE NET :N SCALE CN CR a+GETe FREEEI:AE TR:ATLO FRCyRVAtIVE RILR Poor IsRAN RFR'GEMTCR RCIRI ROOF.RAFTER OF SILK E"IM ,fsARI:.E:+,- r E'F:.CN <ERVILEs 54O R TREAS TERMITE SKELS MICAL NL _ OTHERYISE NOTES Vcc FY IN NESE I WAS, -E+ W AN WATER YJ.TER KLCEO N:RE NESP HALL LEGEND EXOTINS NW.1-5 R_NOVCI 0 EXI5TINi WALLS NEW COVES c; )r 2�, -- -a3 Location Ella SEcrnXL CIRCLE ITLJICATEA SHE MILE RANUA Et_cT \_ CHL• `IN _ _ET e / 1 U.,.IJ' AP INT TI 4t SLET Z\ R_'VI3ION c; )r 2�, -- -a3 Location Ella CIRCLE ITLJICATEA SHE MILE RANUA Na1Gl Residence 5211 Recei-S Bay Blvd NY 11541 T,LcECE Orr 1)N SIN jX� Y 1i\%, e / 1 U.,.IJ' OCTA • 1000-Cb02-22 / f I /Zn e x � L�,y 1 p G' FIN' TRENT Tole / .Ip no<n0 _— _ CIN, Area calculations s oI Sheet Notes: Site data: TOm I! 5'_1GPOJ HIF,Sv NICE Iswe Ba'•^- OCTA • 1000-Cb02-22 APR157C 'E5 I FRIM IFIX.L.J I SEP SER 2014 FIN' TRENT Tole 55' REAR no<n0 _— _ CIN, 15' 5IPE NEIN 14029 ERE IRA Y' OSE (TI -R) COVER 55 Pi SITE AREA 13,401A Sr EXIST INS LIT FUSE IJ40 SE SISI 1.55= TOTAL 1`155 SF Rcesions: Proposed Addition/,,Iteration Nappi Resi deuce 5216 Peconic May boulevard Laurel, New York 11940 LPA Architects LLP N RC H I T E C T V NE rIn NG ulw 1pa-plans colo L<Emxn NIA NucaEc: n o -c -.N NET IN 21u SH`,. sI . 11713: /. TO cs1561 2:. F. „)Ii IN 6,35 s ry. Iswe Ba'•^- APR157C 'E5 I rrlm•e I SEP SER 2014 Tole 15 NOTED no<n0 _— _ CIN, snn. 14029 ERE IRA NI MMR COVER EXISTING FIRST FLOOR PLAN �N SCALE: 1/4"=1'-0" Sheet Notes: Revisions Proposed Addition/Alteration Nap pi Residence 5218 Peconic bay Boulevard Laurel, New York 11948 LPA Architects, LLP JA P C n l i f C it of P L A i I M I N ww Ira-nl[, s <.m 21G ert,,,, 1, wm T r is 4a Stf Env [n. UI 5:9 035 v.�lam[wn „J VL- 91 RFrt i5 (015 hyn RfS ✓/.uVVV $EP 2014 "1/✓!Vl/ �V r ka'c AS NOTED `,occlS 14027 E H A_Z --- TO nIkRr1 aMIT EXISTING CONDITIONS IV' 11 Y 3 12 Qc 2'sARRsIE'IC 3 LOJe ILIO L-- C2A N_ERCAIL` CLIF5 IV IC, M [3edrm:92 u,1I ] V LEDGER --------------- � _i .:.- 2'GFC.I6•JC—� ,'"7'L 111 _- _ 2 �II L. rJl llO bhTSw li ILVL FLU�11L 216 CJ. FOR(C —Va IIx 26 STEEL TEAM 2\H CJ 110' IC � G• NLav — It Great Rm. Kitchen T-1 rHw G R:MVC EKLTINS MAIN SEAM, INSTALL I.Eh W 12 X 50 5TLL'_ -FAM 611111 As INVICATED EVISI m Cellar ' 5AHCVT F V STING CLAD FOR FUCEMENT CP NLN 42'742'X24' RO. 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INT. NCT OE LF"Foo, TO THE FCLLOMINGI ALL vALLETs, CAVES RAKES, LROKET5, ETC, TO REOEIK GAF. STKM WARMFILM V.'MI LEAK FARRIER INSTALLV A5 PER MANEIACM`R51xeT. T1•)tl. ROOF PECK TO KFCEI VE GA F .. IN6LE-MATE' S1 V LYIILOINL TT -LT IN-TALLEP AS FOR MAN.FACNRFl5 INSTRUCTICN5 ROOFING Es11N5LE5 TO OF G A F TIMIERLINS' VNLTRA FFR MAILFALILIRERs IN ITMLP-OWI TALL RIO5WITAILEO AS AREAS TO RCOIVE'OOJV. VFG' KWOET VENTN6 CAP 'TII!.'CRTEX' R17GE CAR EHIM1Y.LES FOUNDATION PLAN mN SCALE: 1/4'-1'-0 @i 2011MEIII 1 _ � LxlsTlns WALLS IaLMJ�FD 1 In loll cru l'W1s HEM PIK I CONKRLTL WALLS NE'A -RAID r ACLS J FLLOCATE GK15TR.S ELECTR'C P4NZ- TO FE.H LOCATION EXISTING SEFTI,FUME TO REMAIN Sheet Notes Foundation notes: -ALL OEMCLRIO:1 > GECK15 MATERIAL TO [5 015-0C It IF FRLFERLY MY CONTRACTOR -vERITY ALL IR'F.ISIONE IN F EV FRIIR TO START O' WiR< -ALL Y.00P MEM6ERs IN CONTACT WITI CONCRETE TO IE FCPUFE TF_ATEI FRESERVATIVE EYE) LINISR -ALL Her; CKFOE-V 1AW5 ON GRACE T 6"AUCE VC A MIN CO R IVO 57ti. 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W ION / IATfiEN STAIRCASE 11111 0 FAIL AS EEL cY On'vR TO LOMfiY WITH F 14 1 LEIS IF TrE R5 COPE OF NYs O 510' Ou ECH"COLE <O STFFL RIF[ CCLLTN W/ 5-In'Mr'X5n' CAF FLT a G'xG'xI/. RACE FLT O 4 SN'l1p EIISTR:S FONPATION HALL FOR Ni TEAM PICKET ITYNCAU. SHIM GORIER WLl STEEL SHIMS IM1_Y- FAC<PICK=T si sON-SHRINK GR^lT (TYFI SO REMOVE EXIST. RI3 (OILER IE`^I EXI5TINc CHIMNEY IOnv -0 `JELOw COVCRETL CLAI PATCH 5LN n5 PER P TO MATCH EXISTIi`IG © NCH r'JLR'.CT KH[ 6A5 FrFEO, NIGH LTIOILNOY (PNOIzN_ATL 1i W/'EI/_R5TOR' HIT?%LTER E TCRAL= TANI As SELECTV 0'a ON£R Revisions rRwnnsa..+ ITCa_. Proposed Addition/Alteration Nap pi Residence 5218 Peconic May Boulevard Laurel, New York 11948 LPA Architects LLP III RC II I T E C T V YE FL AN IN I IDG ww Ipa-Pla:.s Um Lemmn P>4Ka¢ LV 21 G,,I [SI FeatsCI]st? 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[UlTCR DCFAII, SECOND FLOOR PLAN mN N\LL LEGEND SC'AI-I-:1/.r'_I'.W �V - EXI51116 NINE51lCMGW Total Proposed Added S.F. = 77I rXISTPIi NAIL' LS 0 Icw HALLS -THIS I IOUSE IS I,OCATED IN A WIND BORNE DEBRIS ARCA =SCE RC -2 I -OR WINDOW SHUTTER DETAIL Sheet Notes: -DpJ9.E JCISTS UNc[e ALL rAR4.LEL PARTITIONS AW ARC -NJ ALL Or_NI,35 -INSTALL' GRI O III 14 ALL rLI i rI-AT ROSS JSIST5, CEILIN5 A15T5 + E-A F DROGMS'HA- L EC INSTALLED R E' -O' OO Mn\ + q4L E- SOLID iYGJJ IN CCKIM1'- ^ P SC"M 6 NEI_ -E4 OR IC GRJCC METAL 5TFAr OIIPSNIV -FROVIOE OATS AT ALL LOAD OEARINS NULL' -Rl GENT'LIT VN + SCUMS, MATRPL TO CE OIS"G5J C^ rRCFLRLY SY LCNTRALT6! -KRIFY ALL OIM_NSICNS IN FIELD "ROP TO 5 -ART IN, AI -ALL NSCO W- 5ZKD IN CONTACT ITTH CONCRETE TO CE 1'FE54'RE TREATED FINIT'rRVATIVF ON T) LIEER _cvSGE OETECTIRS'`ALL PE INSTALLED IN EACH SLEERNE FJOM O.R''OC EACH'E=ARATE SLEEP.NC AREA, + AT 9,CH AOOITW:4 5TORY OF TH- ONELLINS, INOLV7ING RNSLNLNTS + CELLARS, DA NOT I N'ILVING CRAWL5FNCG+ NINA,OITND'E TTO5 SNO,E ALAR'S SHALL BE INTE=CON SCID EL CLEARLY A'IOIDLE IN ALL DCDTOCMS„V AGLCM1CA\'CE NITA ROWS CECOGC F3,] E STINE C-ILDINS"i N.DCFvO1NC ICPAIR R.TEFATICV, CHANCE OF OCLL'IONAOY, AODRUN OR RENOVATION 9VEL Rc FFOVIDEO NITM SMOKE ALARM AS PCR A I lJI% J Fi:``Y5 - IN J-'-LCTIG'1 AJ<G33, EACC^TION O G. KE ALAGMS IN E<ISTIN5 ACA_ NAALL NOT Or SCOUTED TO C IVTE'CGNIL=CEJ A HARP Nn_D N-�RE INTERIOR NNLL OR L^_ILP'S MINA -ES ARC NOT FENO /LO FLAYS - AA. J -'^_[TION ALAND 5, ENCCRION I• CARSON YCNOXIOL AV.FMS SHALL GE INSTALLED IN rIJILD. I5S, CJT A4 NOT MI REO TO EC NTSCGIJvG.cJ CIR HARD NR'µ'D III LXISTItG P.T<IOR VVL d.OR SEILINA FINE _5 AC NOT Re GVED -ALL ICN INTERIOR TFM RU DOORS AS E CLELTEJ or WEER NOW -AL'_ WILT -IN CADINT CON9FJNSIONS TO VE VCRTIEO NIRA OrNDK NONI AND ANNP 5 RCS) + Lr nT ICH P.C24 CLOSET 3 S�C_VES ATT UNI ALL CLOSETS IU'J.W -ALL FCCK , DOCK ALLGVE5 EHA CC rRA^T. W PRE'AC.W_T_ D STI ON rLAT Y-AVY PITY _LIDEE ANON HA4iNARE AS NN MY GRANT DIZN FPC NY NFA': TREAD STAINLAS^_ NIT1 HAIONTOW FAIL AS 5 - O' GNLR TO CORY n:TF._H+4-'s O-T,E R6 LCTr Gr Nr' ""Cc + INSTAL rnNTCCH. N=DI.O FRSHIIM OANNOCM ENTRUST FAN SI.N ON HOTS S4GFViNLL TISCNN ADJACENT G OG11LE SND AT NINSGN O! BOOK A!O,IE EIEC VRIFT CCA`ELTIONS SHEET RL -3) PRCNH:T'�'� FAINT CRACCHOC!P PN' 1 1H' PARJNOO LIP LC• Dl SOLO OL SKIN5 TO JOIST OR LIRD_R or, ON 63 LINE Cr CND rLOCR NAL[ AmTO - P FIREPLACE /5N7&OFRED, DIRECT VISIT J E/zC 5471TN- All, 5TCrL Cr LN'N POSIES) TO rc.'NJATON OR 5=4 E7RA DI PROHADE FILL ROAN STAIRS - erSSLR ALE SAVER - RO SET TO” G1 STAIR ru"L rL __H To TCP G- CnLINS WISTs Proposed ,Addition/Alteration Nap Reslence 5218 Peconic May Boulevard Laurel, New York 1 174 LPA Architects LLP IRC HITEC I J P E PL du IS I r. C. NIA, IOa-PIaAs coin artrt 152015 11, n. P•.m IM I artrt 152015 11, + SEP 201Ir I xx. AS NOTED 14028 EPH -4 A Ix, � IJARKmI FMS FLOOR PLANS Ir r 1�l111451 L"LL"yHI1VIN SCALE: 1/4"=I'-0" SOUTH ELEVATION SCALP 1/4"=P-0" NORTH ELEVATION SCALL. 1/4"=1'-Q WEST ELEVATION SCALL I/4"=1'-0" Sheet Notes: Elevation notes: -ILL ECI-171 cCN CEILIN i5 TO D' Iii Ttv .EJ.I W ARD R NKIAS AS N-60 .Y 'ASK' 50 TE WR Hl:. CTTV ' ASrHALT 5HIN5LC5 A$ MrGD MY LA r. TN_CFLINE' OOLCR. 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An n.nuLLi Yemaa hp u..�+uvtlJrt Iemi NJl xmP1Y 'N llakin fi IT r«nuvY rtm nuJnmhlmrrrcmhvvl+llWurlTT`+'+"c'^T'Mrna+-nn+.FFm Na nr mr+<rcnlNlheJ.. v auWIr N+Pa<rm'eJ.ix..nvrw.J.<nlr.rlmrm4ra.xrin lJm[l.,'*rr..,a�N n'laudd Y..�` let JmF+nJl cemtryvNnsPAD%i: 1 Mm=umNMLrmeulUMlrrchmmmmhW m,nernlAalZlrvM1,,mauVmrrM1mmrarrmm�r.muX,rmgrMY^nlelnmine UirtM jw,NI.m..r+4.,Theerm,..nm.,rx,rxm.lKrcl.+i.Wincmmrnrmxxlfia„1 ,rmtlNLmlernlaAMrrcn mnmmnM1M4unmaU3N1,rM1 rrlmJudemossam rk... NUNmrWFuuuelrvmnli t.wm •,INnr lr+ar NJlk nurYJ , nl..`e.`m•.nr.�.r Neil e„+Ipp su.m3nner+.m,.rnsn'ellu r sesreirn-nmol u mm,mrma IJl uehrl+vl •IISlvnry+Jia r + Fra mnmuoln.n,m,..00thn N.n awI"nre Trial sect Rio til I Po=nnM1nr ln.nne+cnnW C,++ca`rJwM1 i ^•IIPIeI'I,VI+n1fi,I nu11U11imh M+l A.�mrLCovM1 N.nYLRArJr klrmJxea9 y ^rel sra. War: l+•ery,.+ Iran mom arl lentil m to l Ill lack Lw LFVL Ali all a formal IJ Iron , TABLE REN s 2 Markilt W EATHEIR E%DISORE FOR WDID SHARES AND SHINGLES ON Cent WALLSr^' Ixrepro •doIn IMM1'I 24 I I Iran - lana A` <a Me µelN r l lx e 1WTc 1 Aork 1said MMw l+r aminal In. n'1 2C4 ryartmA Inch n+ai red to F1 Bred, DwDtE nuns[ SM[lea' CEOstar. In Plot I allfi•nor. rzblx son I I C, cIn FulIrc n No : 11 lit 1{ Full BnsemmslaFs ane Yl.rmr •IeLs on pale, Craft t"^G hariramak ar hry r/ J ' 1 r rL-Ce a 1f _ 25F)J,1110G ne •• 11 I I'in II Fra aa IN, in Im ll••go' ui,mn l v: I, I K. FPC nan .nJrmrrm N /. lcora . ni 1 25N 12 'J t+f•,1 i • fu hlael J 11 1, RA don. I IN JL4fior' 'vn+ +r vF^i IN C ILL con 24 1 2 list I IF or saintudid —I 1 •'PC I is, Cartel I / d Lrmne.mln.ngNfJ 01 m, I'll Inc. i S0rytvm Veld 111 V MI• bu"rrr , LL am ir Pit I 141 foil R a1 1Phe hard /,i hied and le M ff r16 Lk ad Card' I. ex. xe.r rnr+"^`Wore rrNerl 'mon If 24 r Claaa LIT IN 1 Con. istall If I It I I2 It If Woln lrt .,]r/i ivrar.n MnrJ •ma,+crnd/ h'el'l If lM, brlyar A titre! uln 1U If IR p>r.In nnleJnMre l,x'Ij t•P"^ Va !well, um FGuII`r,Jloim xa II24 1lJ I I Inattention. ILLS, ntra aid, go comid M1TIkk at Sol Cl m Le IMk.+�omgr [lm ,ceWanrrgm ale m•, Wha%mrvl TEL No' Sho I all, 114 Ill. t III "'$I t orkirds, Or ka a , cost r . I . a ALL I I oldim I f1rendso - IF 11 'to .1111 so let , For hill t3 Nor Ioa as tr Id INCHES Ill WIN I 'I'll's an Cars archad'sim, ad Wit I met. all .... he froli FIT her I To EC E I I r I PIT. Ask A Hill AS Section R703 TABLE Rawl, R-HE55TAM COLING AII4CWeW AND alloy IN THICXNESA WELL WMINCE 1. kink "Wit MWI I Ed ml ti,71 to,' reat marads and *11. haim an, Wood Not q Nd is in it I IN I ILL sl=nI,� Not* hotels NET, dt [ IN Ed TH ml ELL Stan ran in Fral 4113 4 "ties I Lot four v ,A. To No thark In Lk at. arremak For on I No Nikko . AFFIL Jewas In I rmr,or rf rr<Is Ell whom "ad, And 24 zt,vMt+l, at For Am'mkY 11 cal net AS Pro IT', IF Local Pn e Nail,cl lentlorew nn+ a+l+,w N+x uhLyrmaernee,xea ANP+llkan<n I• Iuh ,mW+Ixaf M1eMwf lri,l^umfxalaA :rIon M1MassafkankinluraYuxr''i`elmauu. i+ell wJM1„m1.:M1n,Itl J<nx+mu. h.Irr,.lrar¢,u M1I"1-rrcrlx.l,m,a.m i,Immn .rnmtxl.rlint-r.rrulm.-ra.a•I.numuwl.,., eJ .Jeno. +,n r ,wW..1un+Iw+.+rx+w %1,11rt�iM1L.iNw+411nx+b,M•LNJ1.rIYu+^N+N++JOurrrlNn Ulrc]nmavnnh+MnSJm^tlYrunlltl 'noir+ Cone M1tlAmd •xEr^rw resSo JLa2 o11 mnv,.nd ahold (fork, ago eit"to xnrp,rwpuenl,.v poll am�Iu P,aeXue a+W,ee .I. res rve;:rel.KNeY1ur.YrN, x1..Nr.mr.a.Tn.'an vmA �F11NrchJlyr.WlxarM'mm�u Wnlm Vlr",.VN yu,IJlmMencmle Nr1LL•111 K![N [ d"Jo1Sa Irthadde nf 4nevv nN<>nrA •`Frr+WuamenYluv rvllxlrvWlmvom.+u. An n.nuLLi Yemaa hp u..�+uvtlJrt Iemi NJl xmP1Y 'N llakin fi IT r«nuvY rtm nuJnmhlmrrrcmhvvl+llWurlTT`+'+"c'^T'Mrna+-nn+.FFm Na nr mr+<rcnlNlheJ.. v auWIr N+Pa<rm'eJ.ix..nvrw.J.<nlr.rlmrm4ra.xrin lJm[l.,'*rr..,a�N n'laudd Y..�` let JmF+nJl cemtryvNnsPAD%i: 1 Mm=umNMLrmeulUMlrrchmmmmhW m,nernlAalZlrvM1,,mauVmrrM1mmrarrmm�r.muX,rmgrMY^nlelnmine UirtM jw,NI.m..r+4.,Theerm,..nm.,rx,rxm.lKrcl.+i.Wincmmrnrmxxlfia„1 ,rmtlNLmlernlaAMrrcn mnmmnM1M4unmaU3N1,rM1 rrlmJudemossam rk... NUNmrWFuuuelrvmnli t.wm •,INnr lr+ar NJlk nurYJ , nl..`e.`m•.nr.�.r Neil e„+Ipp su.m3nner+.m,.rnsn'ellu r sesreirn-nmol u mm,mrma IJl uehrl+vl •IISlvnry+Jia r + Fra mnmuoln.n,m,..00thn N.n awI"nre Trial sect Rio til I Po=nnM1nr ln.nne+cnnW C,++ca`rJwM1 i ^•IIPIeI'I,VI+n1fi,I nu11U11imh M+l A.�mrLCovM1 N.nYLRArJr klrmJxea9 y ^rel sra. War: l+•ery,.+ Iran mom arl lentil m to l Ill lack Lw LFVL Ali all a formal IJ Iron , TABLE REN s 2 Markilt W EATHEIR E%DISORE FOR WDID SHARES AND SHINGLES ON Cent WALLSr^' Ixrepro •doIn IMM1'I 24 I I Iran - lana A` <a Me µelN r l lx e 1WTc 1 Aork 1said MMw l+r aminal In. n'1 2C4 ryartmA Inch n+ai red to F1 Bred, SECTION RIGS RE\UIREMEN(5 FSR RHF COVERINGS R9I5.1 Rat ♦•rerlq WRllulnn. Rwf ovrnnLa sM1=I1 be apple in xnr ace w1N Na applicable ^ro'mu • .r CentN tire m 1,r.n^rel m ir ' ,^Na,wrn^"< N)05.2 Asphalt SM1ln{In T'e installation Of a<pnxll zhinClev a„n nmplr avrrn wr rmal<Ir.IS mnre, a.m„n R)f5 2.15hevhhrFrq+Jrtment3. Asphalt `M1mLln ahall 1e rav"el"s Y x1iJ1Y ShearhM Jttk3 µme,125bIx.ALL heir 3M1mFh• alnllrnly 1eonly .,roll slrles Of two unra vcmcnl In 12 nnas hvvmlal i] 121 or Crcner Frtwl [bM3 from Ix. unra aenaJ In 12 ur.¢ bvm W (2 Il) u) a to it ones Sem[aI In 12 un1¢ Lrn� Wool IJ RI, Jnu\le uNerhymenl arrlloum IS rt4uv[J in ¢enN=nee xM $eclwn R905 2 ]. Rf1523 U^Jerlgmem Onles3mhe wiac nned.rrym¢I unJerbYmcnl shall mnPm, will AMID IIfi t)K 1, nr ASTFI D Hfi), tyl<1 ScIGaJhcnrl Al mNiNCJ hrwmcn ancrr ball crml'ly nrrL ASTAIU 1910 R♦f53A ASlnnll sAl"CJn Al sM1n[Ia hall M1aw help war strips vpro Im•rncAl"L [nA comply wlJr AS r>1 D ::5 or 1) Life M191533 Fnleners. FmRners for asFM1all ahrnCksshxll NO pFrnilN Sed, suinit5531re1 aluminum mMFFtrml- lit nm6, nllnlmlim I] gaze 10105 ixM1 R.p mall She is Ill 3 mmm am 4rinch (9S mm) Jumnrr M1cml, ASThI F rvsau M1Jm ta,fn or lii)alength mi [,metal, t ♦ "Ihe rmhheaN' m.!'/ Imo 1 1 Sea rnr AnJama'mmu 1 irL 4Vhem [he mf[heaNni is feSa Jlan `/, inch ( its Imm) pact. She fasteners shill C<^coal[ OanrrLll the sheathing Fsmmn ahJl amply wrrL ASIDI F IK] RN51.f AmcnmenvnghW grinFksahillhas e Ne oriel annum n"mM1ct of (=nerrrt rrq„ircJ by the manuLctuacr Fu^rlm,9 nlThrnrm sl`Ilah shingles shall haeemNm Eric m(+IOC ntt ksnhm floor 6grncn Knorr slvntk tv tie faslenaa jet irirvJual alnnFle N[line NF. it. lQ•, s:0umrzvcmnl In 12 units Nnnrvd(2'I 12), tem Clad rnn.Jt Of rx,mmm. WE "lure' per r.: rs'xaW xrne the nave wsml <KCJ Mr fiL"re R301 2A) rs 111 n pM1(177 kMn) nrpcnccspaalmnF..L r(L a¢mnL Are «gvirtJ $rcnal6nrninC`^aM1WwM1aIIM1C Iced rnu<of l Jana wIIh A5Th1 D 316 1. mnLfc I to her n wind ar[cJ♦f 110 mph (I]] YANnI Si dnsi&J nanj n5Th1 U JILT tie sa<ruJe for YaemxMz•rcsloslM1un 111 mjh SlenRks classified on ASTh1.31fI ncLfNln wind speed ✓111 mph ve uc<ruFle far uann JI coos x hoe gecial laarero Rp cwuW two ones acrtiN rel 12 amts lnm•'Iul (17)e,<e Isl^p up a bur unrM vvhnl rel 12 time Lnneu I J fel beta s1aM),underlay mem s'Iall BE (WE layers applied in rrel Ima'mF mrh"ar nrrlr . u 1^[n Un mm) slop XndaN=vmem Idl rxlann •vlrn n,l nxnmr al mr e=,ev 1 r^<l aldrne"Jr NnNJr"rhe[ sr.mmsxills <a`e.r JL inch -wIle OIJ "tell sheen IIf 19 I'll') nmol, ctrl Sing succeavve anenv 14 inch" (Jtl rears. and rssr<1 uNlacnrlY no Ails in jh:e ry roof slopes Of four m rtaLnl2 units Arriznnml UYKrtrnaIleal .r area undmhymenl anal' h o,a hYer arrllN in We blbx n1a^^<r unJ<aakmrm ASCII NO xrrhN morn" roan` TABLE All 212 Section R905 mml.ftarneJ n4fnen,lYuloW u. tinct Frdlarsahall re e(ta<I By 1, I at 11829 mors R)0[,2 ].I I« RmuJm.ln veu ohne IM,vemLc Fracture 25-FHot e•u or Ell TableRJ01 so 11 aena •nJnm,,cC• me, ILmnnuanrfnlcanrx•Lpers ntuMcApmcmee- mated UEaM1«vaa•<IR=JFerinF polymer n.NrfmJ it,temen vM1eel, zrvall \e used In Leu of normal ^'cr6Ymem and extendextendfrom Ne eine iMEeU aMml vl ]call 2J m<M1ev IG10 mmllnsrP ler nnnr-uallLISP Of the rvri8mt Intellbs MacheJ eccnanry awnurta rllm,vn um mmMre•ncJ 0and Peaks R♦15.2.7.2 Un Jeslap meet and \Ian xlnJ, UMnhYmem iFFLeJ In anv sal n ni[n uinrlx IOemcnFm 110 mrM1 (l»kMh) Kr❑Furz RJII qft) Shall harfLeJ xrM1 cnrtcvnn R<rslxnl (as¢nCR lnx[- uLn« uI'd min"Ln,rai s insl"Ily an inslmcums raven", ve to an xpELN x4rnL YT as trial not Wrcr mrnn of rare) «our. ntheir Jfi1 •n R)I5,23 FlsMnp I1xaLmT 6morM1alr Arnl,kssM1xllom- rIY xYn he Sort aa R)Is 2 [ 1 n"a.M nj nl,am"R Pon and [xj ",aro of dull or mnWN m,:mN"ace n, a$ mmu4crmch •m1aL" raav,Jrtr, Na¢ morin{ NO all e<.rnNn rwbs, mma.m molal of "tell""m nominal n u rrr" O 432 man) Nl:knnMml Ark MIT naGrf xuFFm[ a minimum of ]] M"n J+ ler IN ay+ < en p ]n k[/ma, pressing moll le normal f.i)�+�ar"n.nn1u)nm Go en5 nrrl"< RNs: n x r.n[It vmmy I mne, [hied is iminml in "Nan x1rF lrunulxcrurer's maapni radial ieLrt arrlynL shm[I¢ ValkYl mnCsaf She blbxmt Ales shall Le Mm'il¢J 1 Fveren vslkv (,,[IT far try Lmnt exMvq F,eJ urN naL IM wpry linin[ shell to n' Feet 24 mcM1rs (LIO mm) wr,L in I of and 0! J e "oras'" rou owls rntable RY15 212. 2 For valleys. valley mmnC eflxpill, drace. eel surface mil rN9v{ omrlylnF wish ASThID 2:9. France be Fc,me1N The lronernhis, Shall an Il inches ps] mm)Red Ne nj 11) 11 MIT lmain s(36 inches p11 mm) xilc. J For rlr,..l „net's (..nn maned wlln tnrnll<t). vrllry IIrmF Of one ply of smwN ell rmfint "rnr 5^L u'rL ASTA1.22f "I}jc 11 rnT5pe lI1 „J n In,p5 m[Lcs 111) rm,D xrJc v vllcj [iro mL as JncnleJ in Items 1 xnJ 3 xMar 'hall he KrmiveJ. Specialty unJrdaJmenl Coupling +ane nsry D Imo moa r r.•enn h<X•r Inrp". In¢ INCHES! "Pok KPok K GILL am 5moreannumn no WOOD SHm•LEHR[R'IALRE WIRENENr] Falsetit ,I , NW rIr "orf lux Q1v S41urcl F R man R)15 L[ AprlkvWn. Wr„J aLlnPn aM1Y14 ms1.9kJ+o C •Lnf In Its WcaxlaM1mLIJ Nerll b IalllnwPo a side lap mor Iry Than l'/,ImrvaSpa mm) Nap, CC, liters in nuraea, mrl xgmnran anY ILrtt: J Vccnlorrrso sl.all R rnLal ahk'nnmr SP+"na t[Ixccn snrnLLs shJl red ALL k••IIIan toil m'in man lGJrare ld Smml \Ceahernr++un fu pool shingles shall Mel leaned Nnu sol In Table R WS ] 5 raalvners for w[N shingles Shall b nrmsim rcsiaanl nim rerev::.In 'IF '/an:h 112 ]""'tell[ N[ ahra'MngFail [M1•alhmR led Than 4r N[F (12] mm) In i.4uce,lrvc (avrnrrs shall Chad VucuFh She anolFlry \\'[W akntles t1 all hreached Wits Mlxllh lou Bilery ell IvrsM1mFle.ryrsnuneJ no mart Nan'l, inch ID 1 mm) Imm huh Nfe m'I nn IT hit rhm I mcM1 rz5 a man) Mw the eaMsure l.ne TABLE 17 roof reverend For Ilnal =Is nm IjxN-busy 1 N)052 {.J Cnckela and sWJle<. A mcA[[ or xaiJk shallSam Ell on tire nare, Side afanychummy E'cakr IM1an 30 inch" (7f2 mm) uWe Coda of saddle uvcr- In{s shill k sheet meal or of the aa:ne matenxl •s the RNsa n J sur..." n,..nl^s. Flamm aeaNSl . aan1 cal sukwall shall TO by the aeryOmhlnr m<IhrW RNS.LS Other Oa,nint. Fluhr"{ annual venaal fool yell', as well as m,1 It ink, arnl pile And chimney NaFiD{. Wall M1c alp; LJJ aaoNm[ N uphall sell^sir manufanvrcr's NnnmJ mswcumz. FIT If 11are .1,n+I Mp5]{V'•NsLln{les'ILc nnnhunn n(ux•J sNnClnshdl comply with the pn ns of this election tli•n R905.7.1 Donk rtNldremvrts. We•J shrnFla dull Mlm xnll4 •n sell' NeMCN sncaWinF Wlm¢sF[cN shnlM1 in¢is Ned. sheathing ah,ll not be Into than lindl Ly 4mch 1251 mm Ly5102 mm:nn "'euro mlc a1,J 5.x11 k Side M J ec yudl NexeilhermM titer c ul- 'nh Ne jlxeme uffancners. Rf05].1.1 Sills snenlM1ln[ rt)ulrtd In meas wLae DIE a<tncr Jmry mmKnluR in lxX"a5 is 25m H"O or mLnnlraAninj l< ir Nma m�r^ni.,.nl'r n•In)Yrn llM1e application of ¢e sed IJ. R)OS 7.211mk slope. WON shingles <M1,II Fc xvnllN on shies of three Lee aenunivi]u,asM1•nnnln(25per- cent slnje)rtgreater R)OS ]3 UnJcrlgmcm In mcu or late lL[nco{c Jelly irnlrenwmiNanuvy 1Q5"r(.A'CNr less erwhen Table R]012(11 cn¢m s• Jest{nines, an ac iartia 1M1x Mmisb of at lav m.layers of Xn11eNaY mem amamN uFmno or or a al offering MISr or mrJ,eM is^Intel •hem, :nae ettendfrnmlM1eeme'sedteua Mml Fl learn! 1inches (6 10 mm) insde they <x¢G•r well hoe of Nc 4NIJIne U W shyment <M1all <•nbml nilL ASThf D 2'E, TSpe i E¢tpU•n: Detiched ¢ccsvry structural Ihal Contain' no rcnJlti•ncJ Onor arca FUp51f \'tiles N,1r1^F. Rxf 111s119 still Fe nm kas rI an N" 2Lbase N011H men NAmrN`min rt cant mail Milli esnnOn n31 mss (254 mark) luno tire [mrerhne ead,xaY (nrmafi Cal IF Jnpskv rhm 4' 1rc,l n 13 urinhnmonrnl111FMwm rsll(<) Fred ] 5M1n (1)8 mol ficin Or ankrlrne u[h may Lrslales 1I 12 units cores' in l: book and special 5so of mm'nt anon halt Until ,n ens I•r at MI Ir.ln." f mm=• U12 Rnn RNV]IDlmlrt♦uIM L:Al1"fleet Amllnrluilne Wem10c] by AMI of Wart fnLnR IN rm1"<J1n imn" ,elelect Section R402doolteplood parapet da Up ELL zFETE TABLE RJ12 3 fAINIi.1pM11SPECIFIED C.m.RE551VE STRENGTH OF CONCRETE DwDtE nuns[ SM[lea' CEOstar. In ]'/, i �Y Ilr, AN : 11 lit 1{ Full BnsemmslaFs ane Yl.rmr •IeLs on pale, Craft t"^G 2,51411 ASM r/ J NO2� EPH 1 r u OnsemcxlnTls,'e mil 'iron x Ilk, camWr xalls no VM1er _ 25F)J,1110G JlNlna cd Contrast wrk arrived a F, anNtr sluenlan I'ntnn, wrlyn ih\s and 9tFsnM;lathe 25N IMOJc JSMJe prefer OwulaFr i SECTION RIGS RE\UIREMEN(5 FSR RHF COVERINGS R9I5.1 Rat ♦•rerlq WRllulnn. Rwf ovrnnLa sM1=I1 be apple in xnr ace w1N Na applicable ^ro'mu • .r CentN tire m 1,r.n^rel m ir ' ,^Na,wrn^"< N)05.2 Asphalt SM1ln{In T'e installation Of a<pnxll zhinClev a„n nmplr avrrn wr rmal<Ir.IS mnre, a.m„n R)f5 2.15hevhhrFrq+Jrtment3. Asphalt `M1mLln ahall 1e rav"el"s Y x1iJ1Y ShearhM Jttk3 µme,125bIx.ALL heir 3M1mFh• alnllrnly 1eonly .,roll slrles Of two unra vcmcnl In 12 nnas hvvmlal i] 121 or Crcner Frtwl [bM3 from Ix. unra aenaJ In 12 ur.¢ bvm W (2 Il) u) a to it ones Sem[aI In 12 un1¢ Lrn� Wool IJ RI, Jnu\le uNerhymenl arrlloum IS rt4uv[J in ¢enN=nee xM $eclwn R905 2 ]. Rf1523 U^Jerlgmem Onles3mhe wiac nned.rrym¢I unJerbYmcnl shall mnPm, will AMID IIfi t)K 1, nr ASTFI D Hfi), tyl<1 ScIGaJhcnrl Al mNiNCJ hrwmcn ancrr ball crml'ly nrrL ASTAIU 1910 R♦f53A ASlnnll sAl"CJn Al sM1n[Ia hall M1aw help war strips vpro Im•rncAl"L [nA comply wlJr AS r>1 D ::5 or 1) Life M191533 Fnleners. FmRners for asFM1all ahrnCksshxll NO pFrnilN Sed, suinit5531re1 aluminum mMFFtrml- lit nm6, nllnlmlim I] gaze 10105 ixM1 R.p mall She is Ill 3 mmm am 4rinch (9S mm) Jumnrr M1cml, ASThI F rvsau M1Jm ta,fn or lii)alength mi [,metal, t ♦ "Ihe rmhheaN' m.!'/ Imo 1 1 Sea rnr AnJama'mmu 1 irL 4Vhem [he mf[heaNni is feSa Jlan `/, inch ( its Imm) pact. She fasteners shill C<^coal[ OanrrLll the sheathing Fsmmn ahJl amply wrrL ASIDI F IK] RN51.f AmcnmenvnghW grinFksahillhas e Ne oriel annum n"mM1ct of (=nerrrt rrq„ircJ by the manuLctuacr Fu^rlm,9 nlThrnrm sl`Ilah shingles shall haeemNm Eric m(+IOC ntt ksnhm floor 6grncn Knorr slvntk tv tie faslenaa jet irirvJual alnnFle N[line NF. it. lQ•, s:0umrzvcmnl In 12 units Nnnrvd(2'I 12), tem Clad rnn.Jt Of rx,mmm. WE "lure' per r.: rs'xaW xrne the nave wsml <KCJ Mr fiL"re R301 2A) rs 111 n pM1(177 kMn) nrpcnccspaalmnF..L r(L a¢mnL Are «gvirtJ $rcnal6nrninC`^aM1WwM1aIIM1C Iced rnu<of l Jana wIIh A5Th1 D 316 1. mnLfc I to her n wind ar[cJ♦f 110 mph (I]] YANnI Si dnsi&J nanj n5Th1 U JILT tie sa<ruJe for YaemxMz•rcsloslM1un 111 mjh SlenRks classified on ASTh1.31fI ncLfNln wind speed ✓111 mph ve uc<ruFle far uann JI coos x hoe gecial laarero Rp cwuW two ones acrtiN rel 12 amts lnm•'Iul (17)e,<e Isl^p up a bur unrM vvhnl rel 12 time Lnneu I J fel beta s1aM),underlay mem s'Iall BE (WE layers applied in rrel Ima'mF mrh"ar nrrlr . u 1^[n Un mm) slop XndaN=vmem Idl rxlann •vlrn n,l nxnmr al mr e=,ev 1 r^<l aldrne"Jr NnNJr"rhe[ sr.mmsxills <a`e.r JL inch -wIle OIJ "tell sheen IIf 19 I'll') nmol, ctrl Sing succeavve anenv 14 inch" (Jtl rears. and rssr<1 uNlacnrlY no Ails in jh:e ry roof slopes Of four m rtaLnl2 units Arriznnml UYKrtrnaIleal .r area undmhymenl anal' h o,a hYer arrllN in We blbx n1a^^<r unJ<aakmrm ASCII NO xrrhN morn" roan` TABLE All 212 Section R905 mml.ftarneJ n4fnen,lYuloW u. tinct Frdlarsahall re e(ta<I By 1, I at 11829 mors R)0[,2 ].I I« RmuJm.ln veu ohne IM,vemLc Fracture 25-FHot e•u or Ell TableRJ01 so 11 aena •nJnm,,cC• me, ILmnnuanrfnlcanrx•Lpers ntuMcApmcmee- mated UEaM1«vaa•<IR=JFerinF polymer n.NrfmJ it,temen vM1eel, zrvall \e used In Leu of normal ^'cr6Ymem and extendextendfrom Ne eine iMEeU aMml vl ]call 2J m<M1ev IG10 mmllnsrP ler nnnr-uallLISP Of the rvri8mt Intellbs MacheJ eccnanry awnurta rllm,vn um mmMre•ncJ 0and Peaks R♦15.2.7.2 Un Jeslap meet and \Ian xlnJ, UMnhYmem iFFLeJ In anv sal n ni[n uinrlx IOemcnFm 110 mrM1 (l»kMh) Kr❑Furz RJII qft) Shall harfLeJ xrM1 cnrtcvnn R<rslxnl (as¢nCR lnx[- uLn« uI'd min"Ln,rai s insl"Ily an inslmcums raven", ve to an xpELN x4rnL YT as trial not Wrcr mrnn of rare) «our. ntheir Jfi1 •n R)I5,23 FlsMnp I1xaLmT 6morM1alr Arnl,kssM1xllom- rIY xYn he Sort aa R)Is 2 [ 1 n"a.M nj nl,am"R Pon and [xj ",aro of dull or mnWN m,:mN"ace n, a$ mmu4crmch •m1aL" raav,Jrtr, Na¢ morin{ NO all e<.rnNn rwbs, mma.m molal of "tell""m nominal n u rrr" O 432 man) Nl:knnMml Ark MIT naGrf xuFFm[ a minimum of ]] M"n J+ ler IN ay+ < en p ]n k[/ma, pressing moll le normal f.i)�+�ar"n.nn1u)nm Go en5 nrrl"< RNs: n x r.n[It vmmy I mne, [hied is iminml in "Nan x1rF lrunulxcrurer's maapni radial ieLrt arrlynL shm[I¢ ValkYl mnCsaf She blbxmt Ales shall Le Mm'il¢J 1 Fveren vslkv (,,[IT far try Lmnt exMvq F,eJ urN naL IM wpry linin[ shell to n' Feet 24 mcM1rs (LIO mm) wr,L in I of and 0! J e "oras'" rou owls rntable RY15 212. 2 For valleys. valley mmnC eflxpill, drace. eel surface mil rN9v{ omrlylnF wish ASThID 2:9. France be Fc,me1N The lronernhis, Shall an Il inches ps] mm)Red Ne nj 11) 11 MIT lmain s(36 inches p11 mm) xilc. J For rlr,..l „net's (..nn maned wlln tnrnll<t). vrllry IIrmF Of one ply of smwN ell rmfint "rnr 5^L u'rL ASTA1.22f "I}jc 11 rnT5pe lI1 „J n In,p5 m[Lcs 111) rm,D xrJc v vllcj [iro mL as JncnleJ in Items 1 xnJ 3 xMar 'hall he KrmiveJ. Specialty unJrdaJmenl Coupling +ane nsry D Imo moa r r.•enn h<X•r Inrp". In¢ INCHES! "Pok KPok K GILL am 5moreannumn no WOOD SHm•LEHR[R'IALRE WIRENENr] Falsetit ,I , NW rIr "orf lux Q1v S41urcl F R man R)15 L[ AprlkvWn. Wr„J aLlnPn aM1Y14 ms1.9kJ+o C •Lnf In Its WcaxlaM1mLIJ Nerll b IalllnwPo a side lap mor Iry Than l'/,ImrvaSpa mm) Nap, CC, liters in nuraea, mrl xgmnran anY ILrtt: J Vccnlorrrso sl.all R rnLal ahk'nnmr SP+"na t[Ixccn snrnLLs shJl red ALL k••IIIan toil m'in man lGJrare ld Smml \Ceahernr++un fu pool shingles shall Mel leaned Nnu sol In Table R WS ] 5 raalvners for w[N shingles Shall b nrmsim rcsiaanl nim rerev::.In 'IF '/an:h 112 ]""'tell[ N[ ahra'MngFail [M1•alhmR led Than 4r N[F (12] mm) In i.4uce,lrvc (avrnrrs shall Chad VucuFh She anolFlry \\'[W akntles t1 all hreached Wits Mlxllh lou Bilery ell IvrsM1mFle.ryrsnuneJ no mart Nan'l, inch ID 1 mm) Imm huh Nfe m'I nn IT hit rhm I mcM1 rz5 a man) Mw the eaMsure l.ne TABLE 17 roof reverend For Ilnal =Is nm IjxN-busy 1 N)052 {.J Cnckela and sWJle<. A mcA[[ or xaiJk shallSam Ell on tire nare, Side afanychummy E'cakr IM1an 30 inch" (7f2 mm) uWe Coda of saddle uvcr- In{s shill k sheet meal or of the aa:ne matenxl •s the RNsa n J sur..." n,..nl^s. Flamm aeaNSl . aan1 cal sukwall shall TO by the aeryOmhlnr m<IhrW RNS.LS Other Oa,nint. Fluhr"{ annual venaal fool yell', as well as m,1 It ink, arnl pile And chimney NaFiD{. Wall M1c alp; LJJ aaoNm[ N uphall sell^sir manufanvrcr's NnnmJ mswcumz. FIT If 11are .1,n+I Mp5]{V'•NsLln{les'ILc nnnhunn n(ux•J sNnClnshdl comply with the pn ns of this election tli•n R905.7.1 Donk rtNldremvrts. We•J shrnFla dull Mlm xnll4 •n sell' NeMCN sncaWinF Wlm¢sF[cN shnlM1 in¢is Ned. sheathing ah,ll not be Into than lindl Ly 4mch 1251 mm Ly5102 mm:nn "'euro mlc a1,J 5.x11 k Side M J ec yudl NexeilhermM titer c ul- 'nh Ne jlxeme uffancners. Rf05].1.1 Sills snenlM1ln[ rt)ulrtd In meas wLae DIE a<tncr Jmry mmKnluR in lxX"a5 is 25m H"O or mLnnlraAninj l< ir Nma m�r^ni.,.nl'r n•In)Yrn llM1e application of ¢e sed IJ. R)OS 7.211mk slope. WON shingles <M1,II Fc xvnllN on shies of three Lee aenunivi]u,asM1•nnnln(25per- cent slnje)rtgreater R)OS ]3 UnJcrlgmcm In mcu or late lL[nco{c Jelly irnlrenwmiNanuvy 1Q5"r(.A'CNr less erwhen Table R]012(11 cn¢m s• Jest{nines, an ac iartia 1M1x Mmisb of at lav m.layers of Xn11eNaY mem amamN uFmno or or a al offering MISr or mrJ,eM is^Intel •hem, :nae ettendfrnmlM1eeme'sedteua Mml Fl learn! 1inches (6 10 mm) insde they <x¢G•r well hoe of Nc 4NIJIne U W shyment <M1all <•nbml nilL ASThf D 2'E, TSpe i E¢tpU•n: Detiched ¢ccsvry structural Ihal Contain' no rcnJlti•ncJ Onor arca FUp51f \'tiles N,1r1^F. Rxf 111s119 still Fe nm kas rI an N" 2Lbase N011H men NAmrN`min rt cant mail Milli esnnOn n31 mss (254 mark) luno tire [mrerhne ead,xaY (nrmafi Cal IF Jnpskv rhm 4' 1rc,l n 13 urinhnmonrnl111FMwm rsll(<) Fred ] 5M1n (1)8 mol ficin Or ankrlrne u[h may Lrslales 1I 12 units cores' in l: book and special 5so of mm'nt anon halt Until ,n ens I•r at MI Ir.ln." f mm=• U12 Rnn RNV]IDlmlrt♦uIM L:Al1"fleet Amllnrluilne Wem10c] by AMI of Wart fnLnR IN rm1"<J1n imn" ,elelect Section R402doolteplood parapet da Up ELL zFETE TABLE RJ12 3 fAINIi.1pM11SPECIFIED C.m.RE551VE STRENGTH OF CONCRETE DwDtE nuns[ SM[lea' CEOstar. In ]'/, i �Y Ilr, AN : 11 lit 1{ Full BnsemmslaFs ane Yl.rmr •IeLs on pale, Craft t"^G 2,51411 ASM r/ J NO2� EPH 1 r u SECTION RIGS RE\UIREMEN(5 FSR RHF COVERINGS R9I5.1 Rat ♦•rerlq WRllulnn. Rwf ovrnnLa sM1=I1 be apple in xnr ace w1N Na applicable ^ro'mu • .r CentN tire m 1,r.n^rel m ir ' ,^Na,wrn^"< N)05.2 Asphalt SM1ln{In T'e installation Of a<pnxll zhinClev a„n nmplr avrrn wr rmal<Ir.IS mnre, a.m„n R)f5 2.15hevhhrFrq+Jrtment3. Asphalt `M1mLln ahall 1e rav"el"s Y x1iJ1Y ShearhM Jttk3 µme,125bIx.ALL heir 3M1mFh• alnllrnly 1eonly .,roll slrles Of two unra vcmcnl In 12 nnas hvvmlal i] 121 or Crcner Frtwl [bM3 from Ix. unra aenaJ In 12 ur.¢ bvm W (2 Il) u) a to it ones Sem[aI In 12 un1¢ Lrn� Wool IJ RI, Jnu\le uNerhymenl arrlloum IS rt4uv[J in ¢enN=nee xM $eclwn R905 2 ]. Rf1523 U^Jerlgmem Onles3mhe wiac nned.rrym¢I unJerbYmcnl shall mnPm, will AMID IIfi t)K 1, nr ASTFI D Hfi), tyl<1 ScIGaJhcnrl Al mNiNCJ hrwmcn ancrr ball crml'ly nrrL ASTAIU 1910 R♦f53A ASlnnll sAl"CJn Al sM1n[Ia hall M1aw help war strips vpro Im•rncAl"L [nA comply wlJr AS r>1 D ::5 or 1) Life M191533 Fnleners. FmRners for asFM1all ahrnCksshxll NO pFrnilN Sed, suinit5531re1 aluminum mMFFtrml- lit nm6, nllnlmlim I] gaze 10105 ixM1 R.p mall She is Ill 3 mmm am 4rinch (9S mm) Jumnrr M1cml, ASThI F rvsau M1Jm ta,fn or lii)alength mi [,metal, t ♦ "Ihe rmhheaN' m.!'/ Imo 1 1 Sea rnr AnJama'mmu 1 irL 4Vhem [he mf[heaNni is feSa Jlan `/, inch ( its Imm) pact. She fasteners shill C<^coal[ OanrrLll the sheathing Fsmmn ahJl amply wrrL ASIDI F IK] RN51.f AmcnmenvnghW grinFksahillhas e Ne oriel annum n"mM1ct of (=nerrrt rrq„ircJ by the manuLctuacr Fu^rlm,9 nlThrnrm sl`Ilah shingles shall haeemNm Eric m(+IOC ntt ksnhm floor 6grncn Knorr slvntk tv tie faslenaa jet irirvJual alnnFle N[line NF. it. lQ•, s:0umrzvcmnl In 12 units Nnnrvd(2'I 12), tem Clad rnn.Jt Of rx,mmm. WE "lure' per r.: rs'xaW xrne the nave wsml <KCJ Mr fiL"re R301 2A) rs 111 n pM1(177 kMn) nrpcnccspaalmnF..L r(L a¢mnL Are «gvirtJ $rcnal6nrninC`^aM1WwM1aIIM1C Iced rnu<of l Jana wIIh A5Th1 D 316 1. mnLfc I to her n wind ar[cJ♦f 110 mph (I]] YANnI Si dnsi&J nanj n5Th1 U JILT tie sa<ruJe for YaemxMz•rcsloslM1un 111 mjh SlenRks classified on ASTh1.31fI ncLfNln wind speed ✓111 mph ve uc<ruFle far uann JI coos x hoe gecial laarero Rp cwuW two ones acrtiN rel 12 amts lnm•'Iul (17)e,<e Isl^p up a bur unrM vvhnl rel 12 time Lnneu I J fel beta s1aM),underlay mem s'Iall BE (WE layers applied in rrel Ima'mF mrh"ar nrrlr . u 1^[n Un mm) slop XndaN=vmem Idl rxlann •vlrn n,l nxnmr al mr e=,ev 1 r^<l aldrne"Jr NnNJr"rhe[ sr.mmsxills <a`e.r JL inch -wIle OIJ "tell sheen IIf 19 I'll') nmol, ctrl Sing succeavve anenv 14 inch" (Jtl rears. and rssr<1 uNlacnrlY no Ails in jh:e ry roof slopes Of four m rtaLnl2 units Arriznnml UYKrtrnaIleal .r area undmhymenl anal' h o,a hYer arrllN in We blbx n1a^^<r unJ<aakmrm ASCII NO xrrhN morn" roan` TABLE All 212 Section R905 mml.ftarneJ n4fnen,lYuloW u. tinct Frdlarsahall re e(ta<I By 1, I at 11829 mors R)0[,2 ].I I« RmuJm.ln veu ohne IM,vemLc Fracture 25-FHot e•u or Ell TableRJ01 so 11 aena •nJnm,,cC• me, ILmnnuanrfnlcanrx•Lpers ntuMcApmcmee- mated UEaM1«vaa•<IR=JFerinF polymer n.NrfmJ it,temen vM1eel, zrvall \e used In Leu of normal ^'cr6Ymem and extendextendfrom Ne eine iMEeU aMml vl ]call 2J m<M1ev IG10 mmllnsrP ler nnnr-uallLISP Of the rvri8mt Intellbs MacheJ eccnanry awnurta rllm,vn um mmMre•ncJ 0and Peaks R♦15.2.7.2 Un Jeslap meet and \Ian xlnJ, UMnhYmem iFFLeJ In anv sal n ni[n uinrlx IOemcnFm 110 mrM1 (l»kMh) Kr❑Furz RJII qft) Shall harfLeJ xrM1 cnrtcvnn R<rslxnl (as¢nCR lnx[- uLn« uI'd min"Ln,rai s insl"Ily an inslmcums raven", ve to an xpELN x4rnL YT as trial not Wrcr mrnn of rare) «our. ntheir Jfi1 •n R)I5,23 FlsMnp I1xaLmT 6morM1alr Arnl,kssM1xllom- rIY xYn he Sort aa R)Is 2 [ 1 n"a.M nj nl,am"R Pon and [xj ",aro of dull or mnWN m,:mN"ace n, a$ mmu4crmch •m1aL" raav,Jrtr, Na¢ morin{ NO all e<.rnNn rwbs, mma.m molal of "tell""m nominal n u rrr" O 432 man) Nl:knnMml Ark MIT naGrf xuFFm[ a minimum of ]] M"n J+ ler IN ay+ < en p ]n k[/ma, pressing moll le normal f.i)�+�ar"n.nn1u)nm Go en5 nrrl"< RNs: n x r.n[It vmmy I mne, [hied is iminml in "Nan x1rF lrunulxcrurer's maapni radial ieLrt arrlynL shm[I¢ ValkYl mnCsaf She blbxmt Ales shall Le Mm'il¢J 1 Fveren vslkv (,,[IT far try Lmnt exMvq F,eJ urN naL IM wpry linin[ shell to n' Feet 24 mcM1rs (LIO mm) wr,L in I of and 0! J e "oras'" rou owls rntable RY15 212. 2 For valleys. valley mmnC eflxpill, drace. eel surface mil rN9v{ omrlylnF wish ASThID 2:9. France be Fc,me1N The lronernhis, Shall an Il inches ps] mm)Red Ne nj 11) 11 MIT lmain s(36 inches p11 mm) xilc. J For rlr,..l „net's (..nn maned wlln tnrnll<t). vrllry IIrmF Of one ply of smwN ell rmfint "rnr 5^L u'rL ASTA1.22f "I}jc 11 rnT5pe lI1 „J n In,p5 m[Lcs 111) rm,D xrJc v vllcj [iro mL as JncnleJ in Items 1 xnJ 3 xMar 'hall he KrmiveJ. Specialty unJrdaJmenl Coupling +ane nsry D Imo moa r r.•enn h<X•r Inrp". In¢ INCHES! "Pok KPok K GILL am 5moreannumn no WOOD SHm•LEHR[R'IALRE WIRENENr] Falsetit ,I , NW rIr "orf lux Q1v S41urcl F R man R)15 L[ AprlkvWn. Wr„J aLlnPn aM1Y14 ms1.9kJ+o C •Lnf In Its WcaxlaM1mLIJ Nerll b IalllnwPo a side lap mor Iry Than l'/,ImrvaSpa mm) Nap, CC, liters in nuraea, mrl xgmnran anY ILrtt: J Vccnlorrrso sl.all R rnLal ahk'nnmr SP+"na t[Ixccn snrnLLs shJl red ALL k••IIIan toil m'in man lGJrare ld Smml \Ceahernr++un fu pool shingles shall Mel leaned Nnu sol In Table R WS ] 5 raalvners for w[N shingles Shall b nrmsim rcsiaanl nim rerev::.In 'IF '/an:h 112 ]""'tell[ N[ ahra'MngFail [M1•alhmR led Than 4r N[F (12] mm) In i.4uce,lrvc (avrnrrs shall Chad VucuFh She anolFlry \\'[W akntles t1 all hreached Wits Mlxllh lou Bilery ell IvrsM1mFle.ryrsnuneJ no mart Nan'l, inch ID 1 mm) Imm huh Nfe m'I nn IT hit rhm I mcM1 rz5 a man) Mw the eaMsure l.ne TABLE 17 roof reverend For Ilnal =Is nm IjxN-busy 1 N)052 {.J Cnckela and sWJle<. A mcA[[ or xaiJk shallSam Ell on tire nare, Side afanychummy E'cakr IM1an 30 inch" (7f2 mm) uWe Coda of saddle uvcr- In{s shill k sheet meal or of the aa:ne matenxl •s the RNsa n J sur..." n,..nl^s. Flamm aeaNSl . aan1 cal sukwall shall TO by the aeryOmhlnr m<IhrW RNS.LS Other Oa,nint. Fluhr"{ annual venaal fool yell', as well as m,1 It ink, arnl pile And chimney NaFiD{. Wall M1c alp; LJJ aaoNm[ N uphall sell^sir manufanvrcr's NnnmJ mswcumz. FIT If 11are .1,n+I Mp5]{V'•NsLln{les'ILc nnnhunn n(ux•J sNnClnshdl comply with the pn ns of this election tli•n R905.7.1 Donk rtNldremvrts. We•J shrnFla dull Mlm xnll4 •n sell' NeMCN sncaWinF Wlm¢sF[cN shnlM1 in¢is Ned. sheathing ah,ll not be Into than lindl Ly 4mch 1251 mm Ly5102 mm:nn "'euro mlc a1,J 5.x11 k Side M J ec yudl NexeilhermM titer c ul- 'nh Ne jlxeme uffancners. Rf05].1.1 Sills snenlM1ln[ rt)ulrtd In meas wLae DIE a<tncr Jmry mmKnluR in lxX"a5 is 25m H"O or mLnnlraAninj l< ir Nma m�r^ni.,.nl'r n•In)Yrn llM1e application of ¢e sed IJ. R)OS 7.211mk slope. WON shingles <M1,II Fc xvnllN on shies of three Lee aenunivi]u,asM1•nnnln(25per- cent slnje)rtgreater R)OS ]3 UnJcrlgmcm In mcu or late lL[nco{c Jelly irnlrenwmiNanuvy 1Q5"r(.A'CNr less erwhen Table R]012(11 cn¢m s• Jest{nines, an ac iartia 1M1x Mmisb of at lav m.layers of Xn11eNaY mem amamN uFmno or or a al offering MISr or mrJ,eM is^Intel •hem, :nae ettendfrnmlM1eeme'sedteua Mml Fl learn! 1inches (6 10 mm) insde they <x¢G•r well hoe of Nc 4NIJIne U W shyment <M1all <•nbml nilL ASThf D 2'E, TSpe i E¢tpU•n: Detiched ¢ccsvry structural Ihal Contain' no rcnJlti•ncJ Onor arca FUp51f \'tiles N,1r1^F. Rxf 111s119 still Fe nm kas rI an N" 2Lbase N011H men NAmrN`min rt cant mail Milli esnnOn n31 mss (254 mark) luno tire [mrerhne ead,xaY (nrmafi Cal IF Jnpskv rhm 4' 1rc,l n 13 urinhnmonrnl111FMwm rsll(<) Fred ] 5M1n (1)8 mol ficin Or ankrlrne u[h may Lrslales 1I 12 units cores' in l: book and special 5so of mm'nt anon halt Until ,n ens I•r at MI Ir.ln." f mm=• U12 Rnn RNV]IDlmlrt♦uIM L:Al1"fleet Amllnrluilne Wem10c] by AMI of Wart fnLnR IN rm1"<J1n imn" ,elelect Section R402doolteplood parapet da Up ELL zFETE TABLE RJ12 3 fAINIi.1pM11SPECIFIED C.m.RE551VE STRENGTH OF CONCRETE Re S1 Mt+f rm r:wc Inch -f E b Orr At 2141)9 NO F see Table Paul 3111 Fn •mrAenrtrxenrrl eCm nine•clrcri may le"Nal " far e vrJ 11 a+ml Cal', Arlen an 1 'Nlttn lei m, mJ..I.erlit lIN IN L ffm erhtlllc rrr +M A'alr Content M "cent Fol mcllaortme5>F>II Ill MItas YuiSFar anurr'nren be cl See SeCONTENTRrF'fm runmuaa nmrmmcn ya � Forms NET - 5i -Leet Dotes: I Proposed Addition/Alteration Nap ppi R esidence 5218 Peconic May boulevard Laurel, New York 11741 Issue 0, a Pwkpk SEIL LPA Architects LLP � JA PC 111iECi VRF rLArINING we Y, Ili - Ila ui.t•Ell men nrA tit«a.r: ama+r. « EI Call,)rv.oue Sa. NO DI! 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NO DI! I1IL2 Tel C31 SE" ]V . fa• 4JI ha Lps `\ Y•a IS NOTED - rryta+ � IDL,:" src. NO2� EPH iµ, (meek �� NAFFI Y.NP CODE REQUIREMENTS 71 5 Fd CALF DAY GGY .AY xl5r HA45LR 11 EACH LOST 1 1/4' 20 GA LA•_V STRAPPING EALH JOIST nTYTILEV PICAL CAN LOI,LR POST Rlcr rRAMiN , SMr S4 4JJ' HOLI111N --- / OEe LE TLr PLAT'—-L\ Ir. MIN T4S41CR� \ STMAR FIFFLE T _ �—^ SEE PUERTO CODE DETAILS FLOOR ILTNL sNO$ 5/1'T,4 CO RGJ `—FLOOR FRAMING LSTA 31 STRAF / I. KENT EACH V1 E Cr I C` PLATE' SIN�10NLVS HLLIGnV DIV -SON GARAIF HJR HEAVER STUDID nI-IOLDOWN FOR I Em DRIVE FLOOR TO FLOOR CS^O CIILE• STitAPPINs NPOATEP ON \J771I. I =I'0 OLOUT -WNs OINOON 1 WCDC rANEL t-2 In- I'G NOOP SCREENS (IE'OL VERTICALLY 5117 TABLE MI F2 CN IRC.10 NHORI SLLWS IE'OL1 8301212 cm (EEE TN'S FSOI Y 13 cm FL -I) ALL ECREWE -c !C £ELLni iL `R _ LF NYTON PANELS TO CF CVT TO MATCH Ex _Mem rRA`T- I.MEN511N5 3 STORM SHUTTER DETAIL STEEL n. TGH PLATES) rIn' T A51 HAFJENEO L / ! S NM. _ELF K` FGCNG Nd5 2 AT _ALN [I.3 —2x_ r.LMINAL LLMILR TEFL O=ARws PLATE NCOET PC5r \nTYPICAL STEEL FLITCH PLATE SCALE I HDU HOLDOWN \JNO SCALL � �5N Il" FGR'Ns PLAT[ Ll d O ARLHIrec Sa_LI f FOR sruPIM 4DETAILSI DETAILS TNECAN CCLLrN AS MFG'I IY H16 II 4— l C. 1v1rAJEo Roo 5DF RIGNT SAT u tt F1Gvr I —1 u CNN La;FLER NUT IT hi 14— ANLHGR M.LT (SNE WIOI IroKINC, 5G ARLHISLT'RAL ucRlNs—dll,j TELT` uuc. srocr G1EOP A`ILHcrt I MIN E =_ETMTNT OOLT TE K KH ELILKINi I' RGIRCCReELLW _1 —+ GRACE GRAZE 11 Porch Slab nTYPICAL PORCH IIOLDOWN-HEADER TNROACEO PN I• H I_Dc T sysTEM AS M`6 O OY =1MPS^N nRaftcl to Walt Mlc 6E1L1NG wNClricNs Connector Scllcdule NLNL'ER rvIITH ccnnLCTIrt I I/1' (2X LEM'_YR) ILSCI 12 I.C. fXl LEL'HII 9 I :' MI N) LE y{SII I O_(2 x LL'MI_IV rHnall • 3 I/3'(Vil N, 00) I1 _ 31n•(rv•PON i--- 1I ON_Y10 ccricLroF I SEE SLHE.I,.E Joist to Lcd er r— IEI NAIL s 24' w NAIL 1 L' 1 L ON ALL FRAN.ING ME:.EU` AT PANEL CKEs NII I]' PC IN ALL ERAMIIv ME VI_RS LOT AT RCFCR TI THIS SLNEIVlE FOR MILAL ccwlECTlcNz LIN NITEJ ITHEwIs=_ EEE PLANS FOR Rlcr rRAMiN , / OEe LE TLr PLAT'—-L\ M RELY OC -1, r sEE sNELw-I; � Cfv \ FIFFLE T _ �—^ - -- CODE DETAILS sNO$ 21 DONM. LSTA 31 STRAF / EACH V1 E Cr GARAIF HJR HEAVER STUDID I Em DRIVE FOLOONIN AD CS^O CIILE• STitAPPINs NPOATEP ON No MI� 4RrvL CONI N ?wG OFe4 AS PEO P GN 'VIOATEJ AIv 5STCLIG EACH E1I= OF OPEN NS. EVERY UR\M1CR — `LR@ I, GARA.i� w IAnIn L520 CCILCI sTRAPr'INe Garage D\veIIina_ (;UPLIFT CONNECTIONS a, WALL OPENINGS NGTE. -URINE IS R'TVE I AT PL HGICR AND AT NTTIM OF fIEAJC-R STVIs IN AGGITIIN TO T TO AN UNIJCLTIGIS AT W,V-L STEVE Ar V' AT TO' AI:I PLOTOM Cr TICINS T N CRIPPLES -ALL CONNECTORS AS MAKFACNL'J MY -St M. W nRaftcl to Walt Mlc 6E1L1NG wNClricNs Connector Scllcdule NLNL'ER rvIITH ccnnLCTIrt I I/1' (2X LEM'_YR) ILSCI 12 I.C. fXl LEL'HII 9 I :' MI N) LE y{SII I O_(2 x LL'MI_IV rHnall • 3 I/3'(Vil N, 00) I1 _ 31n•(rv•PON i--- 1I ON_Y10 ccricLroF I SEE SLHE.I,.E Joist to Lcd er r— IEI NAIL s 24' w NAIL 1 L' 1 L ON ALL FRAN.ING ME:.EU` AT PANEL CKEs NII I]' PC IN ALL ERAMIIv ME VI_RS LOT AT RCFCR TI THIS SLNEIVlE FOR MILAL ccwlECTlcNz LIN NITEJ ITHEwIs=_ EEE PLANS FOR I EPM T _ �—^ - -- CODE DETAILS ALL CTNCR LIM1'rL!LiIIIK 010 NELTGR A SLIEIJ.E nRaftcr to Ride - AT AT VN�u IR RIGSF PRAM Ride, -e LVT RMTER TO IL.CW FOR sHEAmrvs TI On w.1L1I TO SLHEOJL_ •M1. i 4 Rafter to Ledger uucc-IR SEE sLHFINLE LONV'ELTLR A SGNEdf_E 5 Joist to Header @ Rafter to I-Ieader CONNECTION DETAILS SCALL 1"=1'-0" 'ururr ccNNELruvs NOT SHINJ rcR cLARIY N—Ls➢O LIILCI STRAF'FINs ELEVATION am SILL SCALL 1"=1' V" � (SLC UG"I AIL A I LEI r PUR GAkAG[ CONIJI I ION) IMr50N STFONS TIE u:.':ELTIU" 2 SIMPSON H2 N.MPICA1,D TIED _LARD INSTNFLEI IN hliH LHA�R l (IN:CRIGIV rr.Ns EIS=_= La) OUTSIDE_ CORNER DETAIL (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING SCALD' \V1CA1201 IGx Roof (cold frame) 6520 COILED STMTIM1G- Fry4`10E (4) -&PMC LIMN NA L' EACH RAFTER CO�LTGR A YY EEE Roof end Floor ExTERICF NAL]. SHGTHIlW' cs 30 uILEI sTFAvws IG' *CVERTICAL., FFIVIIE MIN 3 -CP OOx NV L5 i EACH EIJ OF STRI � INTO SNI MP G DASH SNII. (EEE DETAIL AT LEFT) �V lSf l''IOOC d'c Slll TYPICAL WIND UPLIFT CONNECTION SCALE: 1"=1' U" AS PER REEICENTIAL LOGE IF N1T YORK STATE REFER_RICM -_IDI EIrt1cN, ANSI / r.FJrA rrcM-3613 EELTILN 52,2 -ALL sr`Nm1H6 TO LGN515r IF MIN v LALGE I pr rvIIE iRACC 33 ASTM AE53 5TL'L STRN -A1 MOREL N.TflCL` INGILA7_O ON THIS DETAIL FCFCR TI '5 Sheet Notes: proposed Addition/Alteration Nap pi Residence 5218 Peconic bay boulevard Laurel, New York 11741www.ipa-piafs ERIN LPA Architects, LLP TRC HIiFCTVPf PLANNING l-m,.n raJm nc,••o / ago I'r 31 G+� mP.mue Sv Ic IlY I I]2] Te ql 59 E`u fa. ql 5') 49 15 11 Ic-IT ASR 15 2C15 SEP 201; ki: AS NOTED - I4028 I EPM T _ �—^ NnMI LMP CODE DETAILS •7 SoftwareEScheck Comphance Certificate Project Nappi Residence Energy Code:' Location: Construction Type Project Type: Climate Zone: Permit Date: Permit Number: Construction Site: 5218 Peconic Bay Blvd Laurel, NY 11948 ' 2010 New York Energy Conservation Suffolk County, New York Single-family Addition 4 (5750 HDD) Owner/Agent: Richard Nappi 5 Hamilton PI Lake Grove, NY 11755 Designer/Contractor: Kevin M. Paul, AIA LEED AP LPA Architects, LLP 21 Greeley Ave Sayville, NY 11782 631.589.2914 kpaul@lpa-plans.com D 0 ® D Compliance: 10.3% Better Than Code Maximum UA: 351 Your UA: 315 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,034 38.0 0.0 0.030 31 Ceiling 2: Flat Ceiling or Scissor Truss 106 22.0 0.0 0.045 5 Wall 1- Wood Frame, 16" o.c. 2,024 15.0 0.0 0.077 112 Window 1: Wood Frame:Double Pane with Low -E 420 0.300 126 Door 1: Glass 123 0.300 37 Door 2: Solid 20 0.200 4 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory require ents listed in the REScheck Inspection Checklist. require 15 2015 Name - Title gnature U WN Project Title: Nappi Residence Data filename: L:\Shared LPA Folders and Documents\jobsRes\Nappi\Nappil4028.rck Date Report date: 04/15/15 Pagel of 6 1ZREScheck Software Version 40600 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Pre Inspection/Plan.Reufew. PlansVerified - Vague Feld Verified Value C-dm Comments/Assumptions' ' 103.2 ;Construction drawings and } i❑Complies ; [PR1]1 (documentation sufficiently t ❑Does Not l4J demonstrates energy code , building ❑Not Observable i I compliance for the j envelope. _ ;❑Not Applicable 103.2, j Construction drawings and ❑Complies 403.7 !documentation sufficiently i ❑Does Not [PR3]1 I demonstrates energy code i' for lighting Observable ; U compliance and l❑Not ❑Not Applicable mechanical systems. Systems ;serving multiple dwellingunits 1 must demonstrate compliance I I with the commercial code. 403.6 I Heating and cooling equipment is,; Heating: ; Heating: ;❑Complies [00,,2]2 !sized per ACCA Manual S based I Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or Cooling: Cooling: ,❑Not Observable other approved methods. I � I Btu/hr Btu/hr I ;❑Not Applicable Additional Comments/assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) . 3 1 Low Impact (Tier 3) Project Title: Nappi Residence Report date: 04/15/15 Data filename: L:\Shared LPA Folders and Documents�obsRes\Nappi\Nappil4028.rck Page 2 of 6 - YorkFoundation yN Inspection Comphes? ', Co`mmeidtslAssumptions. 3Q3•;2;1, ( Exposed foundation insulation ;❑Complies [F.©:11]? protection. ;❑Does Not i ;❑Not Observable; ❑Not Applicable snow melt controls. ;❑Complies [F®112j2' ! ;❑Does Not l ) ;❑Not Observable; - i ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 'I Medium Impact (Tier 2)3' Low Impact (Tier 3) Project Title: Nappi Residence Report date: 04/15/15 Data filename: L:\Shared LPA Folders and Documents\jobsRes\Nappi\Nappil4028.rck Page 3 of 6 Section 4 rFF-4ffi'--- PA- M.- I n, I ffi�p-6'e t i - n Framing j q4g.-Q - . 4? -, P #M=VerIfhbd1,: ' -1 I V - 10, O-Wd; Verified : - -t r I I �'Qmp I , - , Value � 6 Liffiai'dfig. I Lq , - Z - ---- ------- - 402.4 - 4 1 Fenestration that is not site built [FR2011 i is listed and labeled as meeting I lE]Does Not A-) IAAMA/WDMA/CSA 101/l.-S.2/A440 IE]Not Observable or has infiltration rates per NFRC I )EINot Applicable 1400 that do not exceed code limits. IC -rated recessed lighting fixtures ❑0complies 1 17, sealed at housing/interior finish iEboes Not and labeled to indicate &It;= 2.0 i E]Not Observable cfm leakage at 75 Pa. i JE]Not Applicable 403.2.2 All joints and seams of air ducts, i Complies [FR13]1 !air handlers, filter boxes, and ,E]Does Not 40) ! building cavities used as return 1 I i )E]Not Observable 1 ducts are sealed. JEINot Applicable 40J i Building cavities are not used as JE1'.3 Complies TIDoes [FR15]3 ducts or plenums. Not J[]Not Observable IE]Not Applica.ble -4-0M J HVAC piping conveying fluids R- R-- 'ElComplies —;E:]Does t�_R_ above 105 PF or chilled fluids Not !below 55 QF are insulated to R-3. ;E]Not Observable t1Not Applicable 403:;4 i Circulating service hot water R- R- ;,E]Complies pipes are insulated to R-2. TIDoes Not :E]Not Observable :E]Not Applicable ' 403 Automatic or gravity dampers are IE]Does 1FRI4j?' I installed on all outdoor air Not intakes and exhausts. t tINot Observable t1Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low impact (Tier 3) Project Title: Nappi Residence Report date: 04/15/15 Data filename: L:\Shared LPA Folders and Documents\jobsRes\Nappi\Nappil4028.rck Page 4 of 6. 'Lulul ew. York Mseilat on, - pectin"n C.,6Mpliesj° ;, Comments/Assumpt o s, Ener9Y..... _ 303:`1 {All installed insulation labeled or ;❑Complies [iN1.31K • (installed R-values provided. :❑Does Not `( ;❑Not Observable; ❑Not Applicable . Additional Comments/Assumptions: 1 I High Impact (Tier 1) "2: Medium Impact (Tier 2)3z Low Impact (Tier 3) Project Title: Nappi Residence Report date: 04/15/15 Data filename: LAShared LPA Folders and Documents�obsRes\Nappi\Nappil4028.rck Page 5 of 6 section, #. Final onspectoon Provesio�s puns Ver�f�etl erid Feld Vfie C0 Comments/7Assumptions,.. Value Value ^50 _Ves� 402.4.2, j Building envelope tightness ;~ ACH 50 = ; ACH = ;❑Complies 402.4.2.1 iverified by blower door test result; j ;❑Does Not [FI17]1 f of &lt;7 ACH at 50 Pa. This ; ❑Not Observable (01) requirement may instead be met 1 :❑Not Applicable PP via visual inspection, in which case verification may need to !occur during Insulation Inspection. 403.2.2 j Duct tightness via post-cfm cfm ;❑Complies [FI4]1 I construction with maximum I i T❑Does Not � leakage of 8 cfm to outdoors, or ' 60 ; ; ; ;❑Not Observable ; 112 cfm across systems. For j rough -in tests, verification may j j ;❑Not Applicable need to occur during Framing Inspection, with maximum ; leakage of 6 cfm across systems ; !and 4 cfm without air handler. 4,'03:;1:1 i Programmable thermostats I ❑Complies [FI9j? j installed on forced air furnaces. ❑Does Not ❑Not Observable [- a` ❑Not Applicable Al _2 Heat pump thermostat installed ❑Complies [FIFO]? Ion heat pumps. ❑Does Not J 1 ❑Not Observable ❑Not Applicable 403:4 ' Circulating service hot water ~❑Complies [FI11j21 systems have automatic or 1❑Does Not ;accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 {Compliance certificate posted. E ❑Complies ; [FI7]?' j ❑Does Not ❑Not Observable a ❑Not Applicable 303:33 Manufacturer manuals for J ❑Complies 1 [FI18] i mechanical and water heating❑Does Not ;equipment have been provided. ❑Not Observable y ❑Not Applicable ;Additional Comments/assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3; 1 Low Impact (Tier 3) Project Title: Nappi Residence Report date: 04/15/15 Data filename: LAShared LPA Folders and DocumentsVobsRes\Nappi\Nappil4028.rck Page 6 of 6.