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HomeMy WebLinkAbout39167-z 7DATA 71 ,SITE 5 57 O AD ARE � FAA �VARFEw OMENP $Ds DAIRY WAITED .rm' 31'1910 E164.6 05 0 p Ad, ii��� y eAV o � D.w _...I... _ n o "t� ^' SC \\� u� ( "A", n ,"wo �I ZZ. IeP& .r p YOb almxcmu w mos urin IS m.ro, ma o, o Owua:,"rv"., xx 1 AN Lj .m... ® © 'A YP., NI D OR AN °g SCTM No. 100 _• ° �� a 0-37-6-7. 1Ad a m Bud, (PR IR R )ffi g°° ` .3 W m POOR IV/ Fyy. R0 p SAN A N XI ° d , \ \ \ c E' �-r'-[.n9',I..�, ICC-9M,rn.(.('/ G} a \ C J 0 ALAN III TT A CAq Nq \ M.ter e,�,"arr^,~AM•a: ,�1,a�. � \ ALOE \ SITE PLAN NOTE: A SCALE: 1" = 20'-0' ALL SETBACKS SHALL BE VERIFIED W \ � IN FIELD WITH SURVEYOR PRIOR TO EXCAVATION AND CONSTRUCTION O STRAW BALE DIKE DETAILS SEQUENCE OF PROJECT: Q no ryOIN[pMOU "PRUNES AM FW'3 OUNLLHOTO OR =, DE'GSTABLE NGKLEAMNCE OF MINIMUM r7E 1WM AS NEFD[D.ISAL REAMS,HARALEI FENCING Ai RECORDED.RUNOFF W Q' E ADXXD W"E,NE ROBAS �UNDEFU RO N°AFRO ACABLES AND PIPES I Nv ONM"DDED IOOR UNTLAVTURICCATION Fn MENItDY COMIANDESEA nrE [�] - I 1 / rvE :Hwlm Rn YWr" MESITE Ai LEAST 20-u FEEL RF APPLICAnISI FRO M ME PERIMERRDO N07 COST OR EXCAVATE EDO �� I�� p ���y ""'�"'^°° TulACAL LAW CQUIPPORATTRA�FIC w ALSO OU70FTHFJOOD 5R[oo NOTO"uvEOVER UIRCCA DAREAT PROTECTUREse°Rio P/�A ``t' Rnlrvncf nllrn rvOMOn[n IAN V4nc PER liWM1r rD4rrHm WELL PENnnc oR OTFIm BARRIERS.PLACE AAMBIBS AROUND IFIFTRIP UNE OF FREES rD BROWN II YTO7FIFnooT FH IRS FEL OS lo'STRAW ULE DING FOR SURES FAPERMANED WHERE "H'TDRIVECAN NOR BE INSTALLED I MORE CONSTR°rnory B 6I Ns,A TDAROARY RET N DRIVEWAY SHOULD RE O 5X' ES ENTER EHE IDB SEE �L�� TMIX, W Po4LMOx[OMRO°CONWRURIONDUMPSTEKMDPORTAPVTOREON WE AND MAINTAINED DURING LENGTH OF PROJECT. L f COE ROL EXCAVATm SOILM FE RETAIN ED ON SSE AS IN DC CAR➢ RAIN AS MUCH TOPECILA FOSS:DID TO PROPERLY INSTALLED STRAW BALE >X.r �' numv IT V AOMEMALCEALITY OF TH[rnDJEL SIR Ex EUHurD sn'rHE OrrnLE CONTRACTOR AND FICAVALOR Y1 TOALLINSP`n PRoPERT rDREXIE IN6u IZI JREFORFEYcnvnIONREGws ANrplccwc WlmINMISHOOFunNA MUTI faREcsenlonl ° niD.WHENTHETOPSOu6 PRESERVED,SETTLE EOU FIM.AND THEN REMOVE TO A SAFE LOCATION NWITn rnDM 1JIEEi AN OTH 0 E WArIoN oEEvmwsnRle Ey HE SHOULD AA AS LEVEL AS POSSIBLE, NCI MM PRIORTO EXCAVATIO" CADBURY OUNDATION TOM TO AV P@ OF ROOM oR A WOLMAINNG BACK FILL AND TO PROVITE ROOM FOR ALL WORK Excavate [he Trench ELI IrMEDE CFmuvAnoNRBFFUORLER,Dvm Dlc RVT-oPFPO 2. PLACE AND STAKE STRAW SALES. �' 11 IFm IADFFPERMANTFFU,,MEswESMUSTRrn VIWA=5ATA4s DMREEANCLLAAOVE4F=OR BURL FLLX......At EWAVAUUUE HILL UCKro AN ANGLE OF RODE THE ANTER ATWFRCR ME ROP[IS 1 USUALLYRACNrO A BEEMOFaIIVEmFVSDRCONvmDMJ. // 1�® .\. AI.nry UNsxDREp v[LnUP CUT n wpLD NOT EXCEED,FEEL ON Ad TYPED Are W QJ z / Pnevlou• INoliAriiWA"° STDnM Wnrm nuNorrcpnrnOL INSTALLpnYWEus CAN DFEwN Ir NFmmI OURINT mNsrnurnpn cvrtrw AND povm"OUT ord C A HE IF IPRTRnUNADIPOOKUN DATTIMEOFCOMPIFTON OF ROOF ATDOWNSMUniD LE PIPED70 DUWAeNArMpLIME J IEUCrnIq WATER G9 CC I TO BE INSTALLED A Q STRAW BALE AND SILT FENCE PROJEcmmPLmION nrvu GIAd mrvmOLMUMBF DIAECTONTP LAAFYW Hln SDR PITCH cRADCALONC P RADMER �y Q2 An"YW mosen'e or'A DISTURBANCE AWAY FROM MICHROpNC PRORMEDLND ROADWAYS INSTALLPTCH IAi WIM $ 0 ECW ROL RUNOFF THAT GNN Or STAY WIMIN DISTURB ED ARG. `!,�emQu DEETWOEFXMOLoode M MW , 'W° QJ U K C >� TOTAL ROOF AREA: 913.0 SQ. FT. cs a N � Er ' EILTSUI ni�> \.\11111 IIIA @100% WATER RUNOFF @ 2" RAIN ^A��°m'NOROPPE, GDNRRECTIDNIPFDnGAnDNBI P I Ad '� PER HOUR: 152.5 CU. FT. DO Ce I, CON SmFuLEAND IIMEOAT n OF A DADNME FRT / NnnDW WXN ENDETTHRYARETRNT �y CONSOLE \® . 2) EACH IES ANA PLACED 50 THE INTLN 0 ARE MINIMUM OF `R �. Inwo-IESANpPucEOSDMELwpINGSAnExDwBDNTAL Y ````', `® EIE7111 C NFB OR RE SAM TRAIN MERCER PALES SHALL BE SECU RELY ANCHORED'nr A Mr.CE EFIRII DR ST TWJ NASOIL S\' ^^ ' OMWN. WIM5 \® ` STAFF IN MTArvDALE E MAILOF DRIVENHIFRnWARDDMEPREV H'ANO � � W SCALE: 1141-11.0" RECOMMENDED loo rx xuu.°ionmENMEARTHMRAE' TOE-IN JOB ALIrW.3014 A LNrMDFPROMFr'LYANNEIR oinuO nEUln neauf[M[NrsxnT DRY WELLS TO HE FEE MIN 9HEPTNUM9CR, PRE—ASSEMBLED SILT FENCE AWAY ROM HOUSE Om I S — I E) UPALES EFULNESS SO AS REMOVED WHEN MEY HAVEPEDESERVED HORM FLOW 1 3 BACKFILLANO COMPACT THE a NmrORLocnon lMrEEEsrORMnOW Dn E%fAVATED SOIL oiulNncE. At vJFi`A REVIS ION9 oIR3Rm9 �b U u .35 C m e _.ED _._ ELI4V EL 9 EL 9V EXISTING SOUTH ELEVATION PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' Q o ¢ Q aw W � WO � z a � w Ito ��, Q EL 9E _. _. _ EL 14" Uj 0 Q o lgi O �] N EL RI' �MWN. MH/MS EXISTING NORTH ELEVATION EL RI' °^ SCALE: 1/411 = r PROPOSED NORTH ELEVATION m `" S�Oemh=Ice.,�14 SCALE: 1/4" = 11 iCeT o"R A- 1 xevlslow urrsOw yC � L6.6' PROPOSED EAST ELEVATION SCALE: 1/4" cn = 1' W oz as Ln O � w N w n p W = 0 o y 02 0m _ eLse0 < [� N EXISTING EAST ELEVATION aMNN, MH/MS SCALE: 1/4" = 1' score, 114^=1' m /aeu CS' S WmW04.2014 � 1T� sHCET NlIMB9R A ' r A-2 VISIONS F�l IIS\\ — rL,4o W PROPOSED WEST ELEVATION o oz SCALE: 1/4" = P P-i w n Z ZZF p 5 > 00 � � 000 x 0a 02 0N O � —EL 9W NMWN. IAiIMS score, Ila^=r.o^ EXISTING WEST ELEVATION Cy. .. `r Sc lumFer04.xo19 n sxeeruuM°en SCALE: 1/4" = 1' v�r>, R0V I51oNs En OV " 15._1. 5'-Oa " 5._51 51-SENA dill IT 9'-4Yi' nBASEMENT III:d_ NO- ..=I n i �P"°C� I _ ^_UEX OECX NTF)aao vrNTwunons RR I'�'�I�AANo3vENERow F1ELo u O LOG'rtOAi 1OWEEi ___xx STORALE ONLY 2130 li ti1 AS 5INY MOREiNAN I' nig fi ILA I (D /'M ELNATIONAOEPIIV Xin'x — IDE%I OWMN w/ • '� m' EL C Ad OI nemn me^nE i F6 Old "CONC THE AN 10 AN EN [SNC PIER PIMLARRE. T ILL .i u q. • 7 (3) #5 REEAR EACH WAY w wl STEL OIMEN510DIED DTo HOLI1i5. 'e 6 u n 5i, I�--. 15 -5 a 5 u � N ]LEE 00A� "I:. STEEL COWMN�} __ - O LL O • r w12JEXXIAMY(OW FTG n • 'I �i��F W/3CYX FrOrz • ALEX(3313H%f 16 ML GIRDER A, I MIN.3IIELOW LRRI mal I „C •. - • Pv b m I9 AT FILE •° ------------------------------ 14 fi 5 W Fv i ry V] in Q as 1s -o• 1e'-ISEP 17-11" 'x DO -o oFLGGR q F o - -N PROJECT NORTH PROPOSED FOUNDATION PLAN AREA: 5576 SQ FT p CZ SCALE: 1/4" = S� PROVIDE Nj FLOOD VENTS O o P PD FLOOD ZONE CONSTRUCTION a AS PER N.Y.S. RES. COPE R321 FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS 10-11. LUI HE JI I in A, UELIF kAL 3 > ii . .. ... .. .... .... z III Ad Idn"Ll [ ov{% .if x LLS o I F1,11 LM WALL 0 Illid,f. "Ll WALL 00 a 'n ALI DAY HE n,AAW I EST: oR, SE LIMA CRAOE •• ' 11 1 Al 11Enmeu3, SIDE rx RON vlex ;'.. c L: -11Ix'-11 .. i Al ,� nnAWN nnv M5 16 —on TRscALc IIJ`I' R" All AmTI�.� _ AEIIin M1�, )oan I AN Add fill 9:fj�9F 1. A31 �. . � ....,. s mmn,. IR xou nr snrrr NUM n �PRD]ECi NORTH , —REASE#ANG FLOOR PLANflinn11 119 1 _ 1 dd , ESTATES, LIMA- I ,od' 7 m , . . , . . . n . _ ttr A-4 REVIIIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USE METAL CONNECTORS EOR PROPER WINO RESISTANT IT GOOD CONSTRUCTION. FOLLOW MANDFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PLO IMP, MR m FIAT °m."« WALL CITED DE�.mEEAAER AMR, JUICE ,D� War Oil .m,w<N RENTS THAI 6e� AGE SILOS CAMET 777ME -VTnv ABC AflL TON ,,,n / s - - ,Mn, THE TIGER B / ¢OP" OPPORT EACH TALL RUNWHO �RR ....... - - row uDIST NA, - �r"N PROVIDE ASK ASEE nrOE:RWALL o::no,=`ENDS £ FAIL STILL —ME owl Moor TALL ES FEE AND OCTAL Ill —M.ICUT.'M Ro,<Ro NDE.CKET BP-EiBE or % o rzo ,."m,m„a”CHANNEL Rt b ,9 ENnR sAMN V1 w ORION FIAT MINo�A�, N9wY�a o,�^gid'.; ." „A,"��,� ME „°R ",ter". IT A "��x,xo El TO A RGER To LAP JAGUAR) AMP ALI WALL -- MANTION HER ALLEN A GARY HLOPECT SALE FINISH PEROT PRITERT DEPT OCR FLOOR DESCRIPTION A' ROOFING TO An C ASIA or MCA GR wT �M0 VIA , „ ,ASBr it FIAT Ion ALI CAP NICE Mol I HELENA EME AT FEE TALLMEET A TO MEET ;vas _ WIND ILI IA .,/,SAY mg. , on N NSA or INSTALL 4 OF 0 C FACTOR TO SEEN CHI ON ALL RE NOS CAP TOAS,MN DEALT1 14- CYCLIC 11114:00 1100 SHARE AND A If IU05 AND SO AS TO FACT �rNEx K IA „ ,_,/,.PERM ,. . EE" ," o aN OrARNBBETWEw"«s AND NEARST T AND ENtio. m An N ",., , , ox ,.EH":FGIONG JESSE NA, ME ,PEE PFIND FEE NA L, OUT W AMBLE OR A nE,S�AICTESAMIDLENHANCE INDI A �NDN6S AT NI TO TOMMY VEMATTRIALL AS NT MEETING ° ITT MCI THING Alx SOONER CARE DAYS cn nam' ANN ALL Do.�'d` ,x�SSS TO ,-- PREPTAIN DATGRAINANE E, " ,O° an JOIST �u��o WRITES ��OL TESTING � o� � 0 TMFLOOR MIS OTTI /fix �,. , REANN JACK SEEM PER ARER A BE AM M RIDGE IN AIN PASSAGE ROPER ONNECTOR OHM TO SLOPE IF ME BET IS APRON CONNECT GETS «A EGA CRT DO R Pro" META�01 FIT 44 PERU ALLOW ASR s,.NRASE xED AIL Ol DIRECT 11014 PROPLATION mu-mul KEEP SHEATUNG END 1-1/2' ALI JOISTS CONMETH TO A THAN W L 1 REDUCETHOSE FDNPHAN AD„EE I PER TARIFFOIL TELL CLAM TERMITT DIST, CONFLOOR ROTOR FIRE I REASON ODDS MR' NEOPRENE 0 OU I ","A ED ANUIR OIL 211 /1.1 111 GOULD PLATE HILL FORY 1/2 CIA MURS I ED 1. 5711 REB o.,. E °' T ; . „ IRI AA � ws Lw: R; oEL alF FL ;,;ETs ANDm, . xET s ,R PUP RE , /= oxo", CAD RLANCHORRELYSOMEBODY /1 , ,TORE E N Ell MANIBIM III o YJAPATEM NND AT REGION x < 0 I AN CHAMBER i ms oo �.NERE COLECO MR MICHELLMAI N IE „= ADULTAlOWLTO ., .., N, EINE MD MI Ao7AN NEARINGCALL DOMM �„ KN, , COM AN Via SRI N RNNE .—,"«Roo" o COMPACT FILL JOIST " FAR CIS N BEA srt[, LEWISoxou, TO AT xv r° '�"�o�T PLATE UST BRIGHT ,Ef,.,oP"«""" /�2O w" RUN ./Lll n ' Tru mnmm , x A. • ' w °nl °A. 'n" CA ��iNOT ro x,xeuu moi , — vuiww A_ , oMWM PAN/ms xniN vo { 2J • .• ` eeixm"oiNoIII mmI sou,,, Vn DEPT «"s,wn ' : / MMELANR scALe. IIT•'=1' 0° UV IF CONTACT ANN"kDEGREE'O JACK"PLECTIPT •° ,1.'!•TYPIC _ p�AI°r loery s o.xnr<w,xnw AL EACH MOETLnuc FONNAANAN, RD¢nncA ST° (2) r+ 11 NAILS TTUBES EARCE FNAmw mn CAN'NI fMINro"f""r°=`unI I^" TO LEVEL BEAM P I sxeerrvllnwem GO SERUM MAKES SURFACE INS MDDA DEAN DISEASE POOR ,LoO"OBr a GLII A-5 I R[VISIONS oVaLaom WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TI IE FOLLOWING ORAPPROVED USA METAL CONM4ORE FOR PROPER WIND REA4ANi CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMEND EO INAAW90N INff0.UCTICINO TOACHIEVEMA%IMIUM UPLIFT LOAOCAPACIV a ou wwmum , OR MAXIMUM HART CIMo READER - FUn'RotumNSAW IF NCMEMORNC 1TdR161WtlG o cumrw I ITud"WPAvoirol Pool nrrnF -r—, Mlrx U MINIMUM ME SET J m G SEE Wd Ed HARDBLERV OSCAR WALLU KINDECµoRIM przW CCNCRM m e 0. l O _ HAIMPAIRCMIRECTI ALI HANDINE SHAM BE omormil Lord OFTLEKTAIRS uxc�rl "NOI MOIu'LTHeNw NUH USEMIN plz mAum.aav+wmwnR rrnM.wUNmM ICIO TUMIll wme ANE UNn O SURFACE UNCH SETRONEW DIMENSION OR THE SHAPE 51 I He n PIµUMW r" rT, FWASHINGTHOMEDUMBUIR cold) TOP PIECE OF Milk 0 0 UP ICE Or CONSTRUCTION MOE cmo[n/rIFnU[n ryNCcim NO FYo®,a oc OIII10r ANIRECTLY u"not T) D PILLUBLIS RTRING EWOC n"mx En --•��% /�/ rortFUwmN f,mµr µm ,olmallim BOARD LL^i ren Mn NU fI,rn,PHNMMmuCTloxM r AM OU ,aMwNr„n mz Mont EIRIJON"i CONNECTION LOCATION I us I „n ..UnUH CONNECTION nrmrUlrT/no UrFnUnr,U»orvxUn un, AT EON teem Urso OnAVULk �]y FITCORRYLLUCHINGLINIFURAIMPLUAR IFIRCETRUNE FILL AS PON MANUFACTURER NUMSELTHEN5 =n�GlhN.nlllmlll.nl l,'.,IP. u,=.P..1 VOCACI MAJO rR ROME mUUuxc TEREN PICK FOXYTIOLD mz ooJlnnan oo � imnen UIU AND,FFFUTIVaNx,.UFTH 5 > THE Mill Or CODE MEMORECTUNT AND AWINIuUTIONS FISHER Turn ANDMNveRTOTHECONnHIONSTININACCEPTARE FOR USE IN N AS BASED UPON ICED .IONp. ICFMonT �, o EASIER ERROR ARMS HASAIMPLAGARDOR 011 ALLJDIMCCNNEUED TO A Ill HEADER TO BE Mill SPICE MES MEMO IT MUS MFT ,oA�D,oII NIUR NNXAJH HIT HEADERS ^^°�r OPROPERSTEELOCNINECEFORTNMMwI.H .TrJ,roowNArvxxon,SPICED AMR ME MURAWIVIMMAR, NCo NALINGEMEDULE WD DEC rl Wlvn"knorl .R CIn enmenem��vt to .v.e Lord, ON JOINT )SCRIM I vnvn, vn mx r vv me or PUSHED Mont' NAIL cook N Jul,I Jul 14 ILJI Ordl on nal turn uILL TOP FIGHT OR ORDER Diu NAIL n 71'.All R nurevp vmrnlmimr Ivv egenbmimwmnvnnvum rudral Mmfnn SEISMIC Wd= PROPER"` ON 21 3) PIN MIrU rvnEFp 'long vvr .,Y•nwuAwpm•neMlS fmMaWI MRUnrevrrhot h WMTTOE MUCH EN No IT rour,I'd. MWI ME NXI THLOBI PLATE BLOCK HERE R m=Ym m Mv.walne•r 0 vcOMVIN. MH/Ms :, 1II� 1011111.1"SA don,Lt.b � ""� ; Y�R: ; d6 �.� W SO .,Jr., Ed Cto JIM MEN ON A mmol aMILL Martin JUL sIocencnR, y sop¢mbw lw.iRlA IIIIMlrl 'o eervprvem OR,hi vne ,Or , vnrd.,Nm JDARMIlWw nrtlnm arr .,Xw. .nr .nnaMAX Pr.r� rw rP^ nMIACA SIIE6F NU MBEII. A-6 r uV,s,ONs vy5/eom GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: RESIDENT n.mocETo.nAFlfRAssemBlr, ROOF FRAMING: ItC oRdR ISI//4'120 pupulrip%hit be attached la"r pvlmr¢Ilen In yunn't ... table 34 IOIM DES[RIPfION NAIL NAIL NOBS p01➢INGIUSE O IPLAINS) a caller its bused 11leu If Idea rings, ED....ban of lad mall mlL rtqubeH OlY SEATING HEIGHT 1 (SEE pNN5 CONSTRUCTION NOTES: Anima°I the mlkrit.Auto Pat n.eed the mbe'lm comm of Ba nen,m m,ttrar RAFTER TO WeLL 3IndCOMMON MFlCEa roe NAIL Ru1Wwe — IliM1elnf°rmellenwllhlNM1lnaolmnarvellon aoamtll,hrnRutl to bnRenl[n 21� IUMR40 WALL ASSEMBLY 1°NGJIE lo'WALL MIR! COMMON TOTAL SEE, FT OF CONSTRUCTION (SEE PLAINS) lmtl bminm{III They art lnYnded em ,n, u ton ata,not v substitute ll Emeh °e,M1em well....spur,for mile,settings or Wn m l° ,01ST 1' ALL 3d OMMON EACH p pRle,M1•Il6e In TOiOE ELATE 10'WALL IJtl COMMON IOIA TOE PAUL pRESCRIPIIVEAS EERN.YS RESIDENTIALC°NSTWrnON[ODE AND lotr{enervllY ev pmtl Lootl M1ullRln{pmalu vntl mmpllmmwlN rurtml New YOM umramm lm•bh 33 When mflv nnrvneo not(tlI In line with Mtl,hel°w.fettle DEGGN CRITERIA y SNlehullelnE eotln the Geneml C°nlnelor It mpomi6le r°f pmelRlnp aantivrtl ° Panel be tlkrhea m fl,MII lop plate AM tbewtll lop pkk,M1nllbuNtheeb CEIUNLIOIST TO AS PER TAR LE3] EACH FACE CHIGHW D WOOD FM ECO NWL 1 ton&Inlh vntl pmmitoenow I pmS,,l lly Wells,shal lly in,IO the III[had or In balls w5maloni floor ...meta the mks Rh or Ending FAMIIEL RAFTER WKM�SBC UP NAIL MMING ELEMENTS 300X5 PE F O OSS SER ON round andA egmolmmFleletl prml ,hit bemnnl wlln Judy...sm bio In emril will table 331 CEILING JOIST ZAPS PER TABLE 3A EACH FACE 60 OVERrARETION AS M-50C PP NAIL GET IALC°NIES EM /��� 2).YEN Gum¢I Conlnam h mgnn,l6le Tor emurinpna all work ma mn,tnalnn 3).WALL Mdat A6EII COEUR TIE AS PTTABLE 34 EACH LACE °ECP }0 rcat Tei It'll.I'll lout mart i.....AnI roulmlmt ell Wall Manhwv endowd,below.Rom luv° dma be atkAN with uplift ,nnAl In TO METER WFCM-SRC ENO NAIL AMa w/o STORAGE 10 }briadmil .... Inde m m be mneomtl m pM of the tpana for this bull@°[and want Pill h tell,"a Will war,luaubwe do nee Ml le IIne W Ila d,bill,, the 0 ATTCS vol Sprint 20 should be.ebnea In even 11 In wribi AIR the Plan PIPEm.Il he vn,eMe I,, Mnrr meaner In the floor numbly wlm uplan mnomnln OCIRNO Zia CDMM°N M`H TOE DESIGN LOAD CALCULATIONS°u° ,w,HER table 3.3 TO MRER END NAIL ROOF (CROUNDSNOW MAD) 20 0 3) Dlmenaon shall mks pnicover¢eea dr°wlnel NM BOARD EACH ENO nIVE LOADS rSF) ROOMS (OTHERTHAN SLEEPING) AD (W NOT SCALE DMWIN°51. 4) WALLASUMOLViOFOUNDATION III MFRR LIm COMMON D NAIL rfl,MAIRSeuhel be mn°uet to the Eva In ARI P1'le,lelf-mm pibiloth upllN ROOMS (SLEEPING) 30 4) ILI derien„b„not be,,Ranged car myrul ALI Rd,,,,m,n. .ennea.o. Im all oil neve l MINri emamm"t an mm„Nmime WALL FRAMING: wuaP R zoo mpnmlhll to,on,n°°lon moreln•Nnp with Nem plant nor rttponehlllry ler lnuntlnlon mtl,hhun arid,.IS lnoM1etln mmnnry hloMOuntlativnV°rappetl untln JOINT D[S[RIPTION NAIL NAIL NOTES DRA115 ANY DI y nrEnrionntn,firm,,Mnnlquer, equmn,.orpmodu,n,sur l°fuRry the plate rile nnike In, WrliPAGE mM,336 Wall Itn'LISPaan l•ppea'Will 1111 Cl SEATING EXPOSURE CATAGO 0.E (DE52NN FOR CAT CIMai W m I Intl pmpnm,In mnrmalnn wllM1 the mark.themmnownrmHn fere bvnnm plme, 3lnM1,gmre wnXwr,h,Il be mea wXF Nn omnorbulb MrM1°r hill TOrFMTETO oo FACE NAIL j u' m Ppeenr um expm,ta or Implied In the u,e If the',rim, ,I dnp ,lo blip...d antl Raed In amel to four,3,2m In nldWnn m,paanp TOP PIAiE 2-1nd COMMON FOOT SEE NOTEII LOADFATH SEE CONSTRUMON ANDWINO PATH CONNECTION m ,o yrnm mllurt to belyrta bell a 12 baby from N,vntlolaall stem one'l1 TOp pUTF1 AT JOINED FACE (ROOF FOU O DETAIL EACH GENERAL NOTE PAGE G. `V Ad g, Mle in the Window and Dnnnrneeule for Web mune nr •ra }-I6d C°MMO INTERSECTIONS EA SIDE NAIL RNAILINL SCI IEDUI£ 5[E GENEMLNOTE rAGE s y 6) The Geneml Cri...to,b m enmrc tool moon or ,ek6maoR Rrtrh Met, E5) TYEE I EXTERIOR SHEARWALL CONNERIONL STUDIO 2-Rd COMMON 24 FACE ECU53 SEE O LWS AND WINDOW SCI IED°LE y O 6 rvnm,mmokrmrt,spodfi 1°nuld IPPIEhly older ]ye l exterior por wells with a minlmum of 7/16 Ind,wood CH ural panel on the enli OG Sym ° I deawith•dmmm°nmllsp Imawth,Mne liffis nd l2"ol TARelav°a IFADERTO 5016"OC TACE FIRE FROTLRION P SE[rl°ORPUNS ]) Tlx Denml Connmm i to consult with the owner for sit bull)-II Ai IP Inco rypnmwvllhmrtl°nil,InkeonN•MetlwlN Stl molm wlM1vV"sue lips"[ MADE I6a COMMON ALONG IL 020 i mi,ada m elmelemR.pi an,ne,.elm,.n1 tabel 15 l0^sue m the nela,nen fon m.emw.nE Wllnthe mn�n rtgmremml„Ffan.R TOE OR BOTTOM 2 Lo COMM° PER 21 COLD END DESIGN RD ETCONSTRUCTION9 0 In table and Pa ENf0.c BCR R Zi muss ADA p Wlntl lvatl requlremenb,M1all6eivpen tele•¢°untauen[mmtrvell°n PLATE TO STRIP 3 -16d COMMONPER 3y65ND NAIL VCALCUCLO 5 6),TYPE EXTERIC I meet the fRIOnsi BOTTOM PMTS JO PER FACE 1L CLIMATIC 6GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Tvr•nmen.r mellwauaamu maune kgmr.mmemtmk 335ebuma me.ppmpn°k fLOon)D1n, RAND JOSE o-leammM° FOOT s3erv°m11.2 n ILme Geneml CvMmaerand Mason to stent"v'lIonn aelylb and onto to b°pm atlwrmen,fact,,In a le 316 END JOI3r OR BLENEW NG GROUND WIND SEISMIC FROST WINTER I[ESHIEID Er.000 6NOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERUVMENT nA2ApD5 Paternalists lm"doln,lp,l,orRuled flonea ,aw,Ralph Rod. ]I wrlRlansHEARWALLCONNECrI°Np FLOOR FRAMING: EOAD (Mrn) enrfeonv DEPTH rFMr. nEomRm R All lvoHnpmcat°n untlNwbetl lvlRlnl call, Allowable llaewe111nnE1N Federated In Nble 3.lymll be pe,mlXea,o be lnuenMwhen NAIL NAIL m SLIGHTIO Ingather ARMENIAN re un a fiemM1ln[and con.edlai dl be In n¢DMm¢with JOINT DESCRIWION Ory am CH NOTES MODEM R 44 z and 224 mpealvely. PRESS, 120 0 SEVERE 3FT TO HMVY MODEMTE Il V 3L Provide lk^eyP•mlan Joinlmoletltl End mnone,lna,old abutting{ JORPETO 4.Itl COMMON 10151' TOE ,nmt..rmn.nryw•I,mmdnp In mea,ror all mm.r.111. •) OCNNECTIONS AROUND FORRIORWALL OrENwLS sNL,TOEPMTEORLIRDER NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: }1 My new rvnrmewvlb belnO rlfornea l.alnlnE mnmleahua.euM1ell r•nNm arm v..immnnui be atkdea with'Pull mIni In vunram¢ BRIDGING .pd COMMON EACH TOE NMLSPLCiNO NAI L fli O ATINTERMEOIArE W 6elmmllmwllh e5rtba,11'hI,[el l]'ba Use approval ep,rylorinaalkllon. with Nble 3.5 Wlnaow illi pltiv,F.116e bvue,feel mnnenon In nempm¢wllF table MIDST END AIL SHORT LING I°CATION E GFs P RTS IN THFrANELEIEN N°i6 5) Unlmrill¢rvbe nolea vlLlehmnEntle to be 35W pd.Cnncrtle lob 5 iD,0115LL ARE CE Rd COMMON ENO NA M1'rfNMFRR EDGE 2°NE MMON ® i"OC Stl COMMON b6.00 SEENDTFS L3 FIJI on 4l1 lMMmndm Sevel flit wlh PARIS,m,ch ronamIn[ ITM°nlabl 3I).GTHEDML CEILING ASSEMBLY BLOCRINOiO EACIi TOE INTENOR 20NE MON ®P'O.0 OMMON ® I2"OC SEENOTE5C%PANELFIELD) 'FriRG be minlmum AIR Inch Nth All flit N be mmpem to 95%shall all with WT=rtrtlaRe lu,fou wm e r rM1uauml beam.in,rafters b...i and 3-ad COMMO NOTF2 FOREARSLLFIEI➢ O O nLLORTOP MTE EIDIX NAIL IR COM BdC minimum In...to As I. meioretl vn mp,lN,hnm vulvae mnn¢I°,,eel be v,md,NmorM1 nNer+uadle W ENDWALL MpEAND RAMETRVSS COMMON ®M1"OC OMMON ®9'O.C. SEE NOrr3. l.3 6).Cm I, be pmvltled wllF,minlmum lR"x2}"mend In Imlvll one •ldfild eIR[h Iowa PaaoltM1e bulminE Connealvnun Ne XtlneantlwvlLFoll he be EWALL 3 16tl COMMD EACH FACE palm up" i u damwin,m..b,oe r=gmremmu LLTmuD 3PER NAIL d NOTES ^ z' aen,nrin m"a.n,n.ml carewrvlzo,q, R,,r.rc. Sr ON Lfpwn Fm rof ]I mmppr..rmen.rmrmnmu.n sung NNmNlnm.wl-pern¢11n 1MOEm DECK AND COVERED PORCH NOTES: °j rDBEnM COMMON Joln NAR mEse NaresnRE ONLY TDBTeEfEMEOroIFMvunONEo wSCHEDULE Nmu CNSv H ILI paa.mfol Conarvm°°me. nemll P,tye,nNme Nm lin be eppum hoe 1).U°lmmhl"lll4,kR, 11Nemlry mmmnimbsMAeor., at lumber RAND JOIST comma PER ND ITS Nebeow[mdnp°m°°oTmm.r wen,prior to brdnum[ AllN,I,°,rl M1mpe,and mm„m be printer 11 It"Iur neel,br.I r ICH 3vm R 1I For our d,nnmme wr 4 or or tire Eeamelat IRA Ith,metI nadir 4 feet,,mdl,m„r the mar Park. Ly BI.Diol MIR'IF pe mar RAISE of N Y 5 FnlalI Comeuntoo Code CI Ghaen ler Mrkln1,1r1,be bollea lv Intl,pmt wllM1 w.+M1mmna nub BAORTOI^TD. 2. PER TOL NAIL IN,4 Lad Full ea[e ml,ra enE nqupna,Nll be mea INen an mnmle plain MI UP anchored ARE pmP•^lal connetivn md,ontl NATE laid FOOT NOTE 2) T.Wi.Nd 12 trick o l MI Spacing e,mme,hnlMn{sXahen m ether/M1un rnmiry meati with Cod Air O FRAMING NOTES me°came W I mmlmM lR'ere A T^long.nmo,bell wlm w,mm..d noir NAILSLL M For became membra wlm<0421Gap 49,t he nav,pi no 1,111 IS ndi to 6 laws a /T n Alummine adi eRd Al Frei design ITIMA CHER WmR B No,cap all hollbe n°mnrte m a lz'A121rz"End,mn.eN fon ung JOINT DESCRIPTION ON. NAIL ^ p Inn Wood Fnml°[Construction Hill We v mint ml/T aky R"Ione mNm boll with winners ma nub. L,mlnV Sol be 3 R. 01y. SP TC^'L 3rpminodmembeo with 0m nary ,the PR pay lora be r`Wn R,minebll I1 wXM1 e>019 For O W Edition AS PER [ABLE below imtlu. Po¢M1n wllM1 meemtl mno Atllhrve 12 HE eencrcle plan for Poe pe@n pRUCNpALPANEL N C R G REQna U1heEMENTS FOR eaueINDed to LOAD o unn,.mne,whe nim, nln.mm{and mune I„a m.kanlmue x2+eTn WF :-sve WALL SHEATHING REQUIREMENTS FOR WI ND LOADS: D.nRIIr Or 4) DerN)meamnave bme,m{Itg'0°° CEILING SHEATHING: snSAinwe ECLAT ON NARsncne NuuEAnse AT lNnn Le LPATE Nm.° AT PANE E°LES SUPPORTS IN THE PANEL FIELD 3) Fla.,.w1114 cri...4nlI,be came at 16 JIM I c.n...noka 51 A minlmumof10Inch Lady hall he l°rivllm b¢wnn the bulldlN Ind mpen JOINT DFSC9MON NAIL NAIL SEE NOTH 1,3 BOTH FIELDS) .the"[,, month to be(wunm to WBRing WIN 0'go bulb with arli old nub OTL SPACING 'E�GESONE Ra COMMON ® 6'OC BtlCOMMON ® I2"OC NOTE 2 FOR PANEL FIELD whom nooaetl } )) unlnl MR fl,n,lled al hearing Ing hard,,to be (2)2,10 X2+ITR Doug, Flo WALLBOARD Stl COOLERS ]" OC EDGE 1NIERIOR20NE MON ® 6'OC fiat COMATMAN A'OC SCT NOTE, 2 {will header,11111,Of Inkno and (2)full Ill auar°n cad,admrel 6) Comma,ple°A,II Me minlmum 6'•b°ee Bn@ OARD W'OLfIELO Rd[OM ,palings,.ESE a ,mm,,.Ch).,it It'd„nem Nn Im{m,mmmn,•mflees WALLSHEATHING: NOTES opmli°,Dr,urn all mind M3xPallap have (2)wind,Mi on,am fill elnee Yen 20 m.1 71 AN June u,be mrrm d ARE nene.rs•ne"Cort ElN ,Na,nemls. Mmid ri ,01Nr DEscRImrON NM NAIL Io[o-emlt) ox. SFAsnc THESE NOTES ARE ONLY lO BE ReaeR50 i0IF MENTIONED IN SCHEDULE NOTES ONLY antl bimi wina"Pelloble STRURUML AS PERTAB'.E 39 1 .Po wel ,M1mNin[wIIM1In M1Rel o(the mmv,, [he M1rootetlpe mnmXehmenl rcqulrtmenn,hull All Fund bmmyheme°Io be lmbllm was,lwwv duly ge Mena hangar,and 61 C°verttl Mm Cel be anem6lea ead,ncM1orctl the mm,mmnne.ryplEl bulltllry Ea COMMO 1 r nlab.n,her,applicable to al comm nembll PLUMBING NOTES IMPOSE wFCM- ¢ mit R ' 6tl COMM01 °C' EOI� QJ W 6). Double an near loLnvnder wallluan mn peAlel ,,the Poor oMand sharp bmblub 1),All orstm ay prol land ven11np 1.belmm Ilea a per EMS Rmlemtle PLCO°° G Tebulatm 131nd,nc ntll ,paW{nmmeuhnlNnp MaCealmwtl eeminl membeo wW � 2 mM1ae eemm¢IIIe InII.IIetl,M1.Il hevenNa mrpmperl,ntl mpellyunlen nim C , r on o CYF5UM T' UC LILT >D 49 FvrfmminS m,mbm INF OA]cGglne mlbpadnp rl,nll la ntluatl to 6lncM1n nn C ' ° BOARD Ed COOLmS 10.00 rai 3Lr„mleaorp,neblal°pSNVlnlamamMIIlR shell be prmlltetl lobe mballmm(Irmmmonn.111. Q •]02 an par , n..rl.hul nm,nmfolrwm mm, 2) venh,epu[,v,I,m,ling lee En{menr mrwvalN ee,nry n,lllM1 Der.nmentlppm„n1. FLO RSHEATHING NOTE: aim ama,pmmir,Me„mnewlr.n,na uvplm) 3), Rw.n ware platmnrlaln,aar,mmawNrlmfolov,n car lXV Pmmnmv rtkka w,Ip. NAIL NAR CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY aZ JDwr DLScnIPnoN M O ELD,rmm rnnnmi bP r,arr.ne,.re In he,bpp,nm tyamNe r,n,rrnn mner,me F'llmade uEdill olsirfare[ommnm 1r,,,mvimuEPA AIm Ill, Pl ysPat:the mm OlY SpnONe what,.rMle.me,mea,nn,name nim m smuvuluifs NE6 meaMMO 1°,°'`' EDGE E%ISTING CONDITIONS. MINIMUM 300011 CAPACITY. nem O el.Pmvme Dlahm¢maa[memn,arlaebme'D..e, we lana nlmgmpn nn,nam, HVAC SYSTEM NOTES zOCF n. Pn°vmE Star TYPE-x sNEETn°cx FIRE nOEPwe AT IID MAXIMUM Olnnrvces HER NON AccSssmLEARfu bnae.amarinswllh 1),all nbmnlmanr ls,=apamNe m.mhnnry 1,el.ppummn radio and only On NOTES: z). uSE RMps°N HMICEP,wDn,uaoRS Wlrn z.Mn%m1prLE FROmrnvE mnnee FOR CONTACT WRH ACO. Ir 0011 ngmrtmenn 3). INSTALL 1 -CW DETTCrOR IN ADDITION TO SMOKE Aupm3 PER ILOOR (d D Q USES 101 Pr,vltle lnnhllon 6eXlemnvevenb 6elween ellen ImnlltlmRbh6lnpn 91ESE NOTES ARE ONLY TO BE REFERRED TO IF Swire, RE@1 FIREPLOCRINL REQUIRED 111 nntlm 2) HumAwboMma,r1,1,(SEE moNlnmmlhPem nine And mqulementl with lee MENTIONED IN S[IINULE NOTES ONLY. Lle61nh1°pmll be pmvldea m cot INelPon.mled dello In pri whim and En@..oil Ip ryulpmena lle . In fn a polls, II) Unlm wimm,momh ill roof,and web to Fir a minlmum lR9MRV 4pb Fir II Wfird,que•..R,ee hwm ea w,If shuNiry n in sue bel. Rm In. .dframe.rletnManwhn.lopaoryv°tln,r°oM1na, [n N C°%Mu lm poling Bred,rlywom Mlywmd me over we,plm,Ind hind,° I), IIM6ubconv.aor to prwla,non lyaem layout drawing mam6m01°,IN(eneml m11m6"nnanleratln.pnni Ilwldl ifi ln6 FtrehlncNlnpmll be ptwlnetl in wom-same mnmm�l°n In lM1e lollvwlni heeanm and owner car nn.l...few man r 1,Xnn•d 3'an.mkr at the panel Idle 1.Obtain came 1) mmnmmm,pra of And won,and pmital m.luam{III fl ¢a .I me m11mVne no„ 12) Unless fi Brush urn 3/4'IMh i6L ED Ft,or Aee.nleC plYwnm nbflom Mer species cantle regolmi for trv¢um Ieve1,s.C,nniee m vocal rurtnd, M1JLl,be nmbloMm n lnkrv°ls °can met 10 ORMI with PLACE ethers ill meed m Nor p err,. Ethanol floor m be incurred Contractor ELECTRICAL,NOTES: ll...mel be doubled,or dollar,mnnmar,, or nal, r,u is per manvnaum,mamemn„ Inu eern+mu,mmnmIda ,�M1nmarpmtla.ahnmenaa 11 mnmLm leer wm. rte nor 11nN.e al mmeml,relva estca,mu be mlmvea err Nebmmnp lnwlmmnnrbnId perNrs n.neenmLOmrimm,neaae. ,env prom town of stbm or mal 1116 12) All mAhmmwN no Lowell RIM mnlnw,,flonl,nOnmAk Came,walla and 1 at 2) Whenwrl6Mmhmgi,ownuomwer...sued lim¢ura,orRu, DMWN. LAI/MS allies lad e...Nmm 1.heel SRI Plhryperx0i All other para,(hiltllry 21 A Aboard w,i be approved by a gmIl UMervaete. amber,,the fibi number of FAR Cel be permbild 2),rop Inmmad ,,,lMWnn nnaalmvenlml leer M1oamnle apven,m In nevem ule l[Y'mmtmh All walk m be upm,nd MYM1er. 31 Innnl Smoke tlnmm�mtl Cabon Mvn,lla,MlnmreNvuSb,utnpnrtrNon 0.31] to be re mm IOL lfa roll per rm! ar,p nlllnV antl roue alllnva SCAB£, Il4”=Ito" Iq Avaaarwunapal 111, 1.0 ARE be Into with an lmsW.Ie E.rderm 3TNrs. Smark,ne Cann..dC em. I). IN Inbm Mines mi al°1u0m2=n.t the cap and bottom of the can End...e,na, ryY BORN' •Famvm egbnl H..Ioab rnnmelphimwXn.Fmertm,mm men wunm LPDM Iflurbn comply Win 511 R314 R N e S.Itlancal Cod, d'' sermmbmw,xnl4 corm down type mal over sxEeTNlmmon }I mm�ampmallfmm FlFo ma dust,as tree per,ay.°I A 16),Aalle Pa Ill v.he ma oflar Ev rare mile be Final vervelI flit Their 1. name meprm.m,or IEMMlm • Q be para.. A-7 3) Far the nre6l,cvinB alrM1lmney,and nnrl.a,.rtrerb 5°Xl,n R1001 16 NNS pall Code.