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20190820 181 Phila St Exterior Revised Plans
September 17, 2019 Addendum to Building Permit Application for 181 Phila StreetSaratoga Springs Addition to Description to include scope of work as approved by DRC: Infill and add window/door/skylight openings as noted on plans to make necessary repairs, restorations, or additions. Install canopies on north side over entry/exit doors and on garage as outlined in plan. Repair and replace porch stairs in kind,as noted. Install new doors, windows) and exterior lighting as noted on plan. Replace asphalt roof shingles and sheathing as necessary. All work will conform to DRC approval. Additional Supporting Documents: Architectural details by Cotler Architecture and Planning; Structural details by Westshore Design Engineers, P.C. Marc Paquin : ---.0. ---Z PERMIT SET 181 PHILA STREET ',0,--:'! =vii• 4 CATIONS FOR 181 NY 11 r MODIFI --,A SPRIN ''' 4.H,2019i_i, .jEcT NoRTH EXTERIORsARATOu APPROVAL GRANTED SEPTEMBER.:,.. : :---,_);14., DRC p ER M IT sET -,-- 2 LiO,'5 1 -',itifr e,_ t ' %""'''' _ Aii i j •4- <3; ','.,11! litigNaltitalligpi 4,014:43.42&:111jii qh hn MiltillTia.71190.94 AN-100Krat**6 iikillial NIPIINOWf 71110 174-12"atatar415ftvHill .. --..441:itrIttlittliti 11:11741MAIVIII IIN *I itiot. .)ii ,110 8 Fh'str- Or:, .." 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All it ettlitilititiliweirrotablailt 1 El-g ',`,',4 ' ..,,<.t ..-, 0 "I iI n MICUTLER6RE :151-1,sR Oc UsGB Hvw H EcT LAI 2LI 62S:imp,b , a-1:51111116 .10511111111$11111 PaillittrtaltVa6 BR! 6 @ HOUSE 3 ,IARAGE IIP" ; 4111141111,1L''' ii 2.6g- ouNTER ECTU !H `1.1 VCT A R C Fl IT N RD'TT/71816.'82V i r g '( itratia 7 6.. 0 is 4 1 EV E ER ,Z7F'l MILT Pr 10E1 E P.,ER SHIE 0 N.,El<NR13 E, RIC, IN MI R F SHE,HI 6 6.61 V('• ,,, ,H,, _----- 1 ' 1 4V41,/ 0 E ,F F,CIA R K'c-I-FE-rIA-nr'NG F' lillii,i, BLOCINN1 FOR BRACKET ijirs:f,FETA:=RRALRE'TRIM :5,,,,,i,,,,r.A:R°°,,,,,,F, ::::,,, i A 05 ,,'A7NUN,1r 1 i .., ,. VALLEY R°PFETAIL IL D , 41 1 '4''''''- BLOC FOR BRACKET ' EN RIPE OUGH NT RIPE'AIL VE ROOF D LC'R1 T°DVI :i AILLC°NNEC Section NEW RO Ex'VNAVATRTJUATED.TE,FgA,),',Nr', F,-, REmiT'RE-EzTN!E,F,F,INNG \ LuuERRIFFN0FZITZRE 1 i, REPAg-ELEILa7AITiTZ ''7,-- ' 1 I , ' 6 i E)r, PROJECT NORTH U ,i, LOCATION PLAN PAI%Ai IA±DEH'ETDTTIng'T' 4 J _.„ _ _ E. P RMIT SET: ----MI I 10 EXISTING PORCH NrSA1111R4G'IRRTITNG NEVV.RISER,PAINT i I C E R:THEAMLAINEFiftdi .. FrIn le, ,,,NEIN P.T.2X TREAD _ , 1 , I 1 i Lilii-. _gi PROVIDE NEIN ROOFING ' , L i A FiEllin 0="Os ILTOLNHI'A<ILj' P.T.VVD 2X4 LEDGER ' =!'t - g Lij ilirt iiiiF4TNA„°,1iTNAL E,E L11-111th-111th—Lll—il Hilp—Hp—HE ,.....11FilllFilllFill 11 ill = W .,E.E E..-.M., 1 1 1 i Ps:I,!Rs'JNPA9r RAc H cLG ilkill 111 '3)PR.P.SED CEILIND FANS Lj 1 IP.T'"='-TFTF--- TH'' FFTFTF H if 11MM - - ifil H HH Hilll Fll Fll Fll E"ITrTgigfg- TFTFMTFTFTFMM-Tr 1110.11110 t„ ia7FiPIr q __ „,,,,_ .., . ih.ii, =I I HI I l'TFI I I=TFTFTFTFTFTFI I Fl I Fl I 111=111=11FIIIIIIIIIIIHIFIIE111=11I=111=Ill= Wff ----1;.iitil!!!! 10 I' '''''''' ''''''ii' a' ''it, =111=111=1H=111=111-111-111=111-111-111-111-111—H , lim . •• 1:..::!_,__ , iti., ;III rixt 47.1 ,,i 14 5,_, ,PORCH STAIR DETAILS 1 ,:-\'1/2”=1.-0":."1 kg' !..,•,.: ' +14 RE,rovIDEE=exiNvTINATN.Dvo- RE.,,,,z,voasp-rorztopin: t RE prz=HET: iF, )Ecr.L=g"TING PROPOSED SOUTH ELEVATION(PHILA Ak s' REirovvi=2:;g:AN\-MTNITIt CD 7/177111P' VW R E P AI<NNE IQ NaRDATPI\Ri RONINaTEVg Er,17"Dral\l/s1 RE"VE E"TING R"FisIn ix,\Ftg 1161 REMOVE EXISTING BAY VVINDOIN -'Et7L,'-----R CUTLER 1°-,Ii„E,Ei,'EuiEtrGETgEBvE—T's , _ ,_, ,_ _ _ _ ,_ ,,, \ _ _ 7 _ , ARCHITECTURE R E R 41E-D<TTI!Al FE Ti IT 7'----E----i—*, 1 '' ','. • '''L--- "TL=BN3-76631-FAT5T771616-'8219241" BENJAMIN MOORE -. , -- --\'- -- ' , - ,- _I :1 ni SH VVH IT E A '' ---'----- -\;;----'--1'' - - '.. - ' -..- •.1r,' ....j— ' 12_,,L, V' "- '-' -'' ''''' — /17117 NL — VOLBEETErlUCTJTIDN°0V0 . , '—' -' l ' State.,...law RENOVATION FOR 11 Tgils-IIATTNG'CHANGED TD RERLAGM'T iAllYTIM n'' . 'M 1' 'M L E- L .-ml ERI _ . _ . _ _ _ , ,. BENJAMIN MOORE PAT'EILSEijIIDTTNIIIT: - __ 1 Eilliffi- 1. ..M.' ' 181 RHIEVZEGEST,VRATDDA SERENATA ..= . - TATSIISslIDAATIIIM REMAIN #AF-535 5 ELEVATIONS NE'AIR°°F wITBHR'i',Ncin 6 _ _ _--<--- _III - 16E- Rip = 6 . -__I II mi , tEAgfalgETIF,EAND _ _. _. E E , ..—. '--- = — = _ ,.. . 11 mi ri I H I I EM Mr,,, '- 1 1 .., 4 .'.,— ....-: ' .,. 09/16/19 2H SHERWIN WILLIAMS EXTRA VVHITE ,-,1 -. 11..'l[t71li7H ' I-1-r _ 'f 71 #SIA/7006 ' ''2.—_, 7 =m- a _E 13 __I*.-1- - 1 ._ _ . _ . 11311-III 1, I--I-= = M, . E E`),,EFIITZGGE ME A T" _ 1 Li m = ti ="—_=---,NE _I r —, ,m-ii- =,_-m r --'-- — m — m — ijit am FN'c'si-°E0i1E01I— , )1 — #2131-2015 11 :11I0 I 7'r ir 1'1 i I 1 1 il atiggi+L N 'LI, '" . F,Ei7A,,Frrovzs-r,igrErEir ...NEW SHUTTERS F6o..,6, NEVV SHUTTERS 4..A A-6,;;,. 1948 NEIN RAILINGS SHERWIN VVILLIAMS INILE1=//:2ZikNcGiE_ ro7DEE ENT:CIZOEV iginggr 4'1. --..,-\ CLASSIC FRENCH GRAY .' '* SVV0077 R E R L AG;VUVT iTsIXT IOST-VgFEIHWiHSITD-1 INEIIErIFIA/ -6 A ig'NI IIT ElValF2F.F2 '1-1,D\E;NH,V4PgsNE-N E\A!'U T T E RR rOlaVDRE ENV/P'lgTRUTRDERIZ I NTOTSWR' \‘` ,li:101 t.,11' A200 0P3R,06,10SIEGD WEST ELEVATION NEW RD R7ERCA/'I rTEADTHARITTTEIERDDRACT: gROIVI'IV;ENTAT=ITIACETIT gilsTg\l'A‘/". -i----4%=- i, -; t _ , 7111,1 -w - - i 17 irIL--1 r .1 1 E ,Aligt-TraDioD =.."," P Ipi IT PROJECT NORTH i— 1 1,,! = PERMIT SET: :4- =m, 1 mid MIDNIGHT i 2 1 E'TING DE"RATIVT\gill2f1= Mi MAI . . - II 2-,' R E=NV,E=.1% 1111 -A i'cLEEirtFoGNE:E F nvp EE EasAmi=i N G B- • I 1-I" - ID E DI 7,_---A0 L.EAE,TsEFAgfoR L\ , • i rim, ' ii -:----,...-•-,; i 1 1 ii Dal A111. ;tec, 4 1 'IL . . 11 0-Li --i !=, — - Al Adi,,-mn az i 1 - --- ---I WITIMIll r....... r=i,.....„. iiM R E%REX:TN1:l'REFNaTKIRNM NEVVINOOD BRACKETS 03T3 PROPOSED ELEVATION-ENLAFRGED DooRTAEZ:TiniNiTs'E= Alk NEINVVALL SCONCES 0 NL\N=RiCI-IIF NW 0 P3FIC),POSI Ecy NORTH ELEVATION OSIIII61 PROPOSED PAINT COLORS -4111 ----1----H111.--'-:-.-L'._ r13G/rITE'TING COTLER ARCHITECTURE FIA:ralE€EuiEiINGH"E'vEER IT is R LE N AIENZEGI':DIE --- -- ---- -=,---,-=-E,----------,--------irl"- - ---,L.r.-..iv.7,411,-,r-- "Iiglik BENJAMIN / II i 7tate.P.at,au RENOVATION FOR n, CASS HILL L., BENJAMIN MOORE ‘ brj IMI FP'SFH7NEENFXHGVLV2 5 E EVA ONS SERENATA PAI71 Eli-ST(1'11:E' LTII Mil Ei- _ , - _- _ 14.1 1 11,1 - I lini , vv: 181PH7FTNEGTEsiTVRAT°GA #AF-535 E tEADlislif aTINNIIETEAN D M11114 i 'L'118 -"MOM EMI iii--- il .1i 'H i — M 4 . . . , i, -, Ht liElin E I .s.T. As s.sated 09/16/19 M ,. . = = M SHERININ VVILLIAMS ! = II . , I2 Li' ,-.=6 DG , = EXTRA VIA-IITE 1 _ ---.. itSW7006 1 IBEE°GIEFIS7-1=1:r1NOEATH ''''''SPEADINCTEPfIERNRCGTS 1 1 I .--Sr --r_.- I 7-- , 1 7 i 1 • a I s E in r-- ,__, Ei,,,,o,,,,:tr,,,,:c,Gs R"'EFR'AL'-'-'47s: --MI PTH '-'1 t LULl1,4 1 ai i im_. Xi . ---3.A 1----- NEVV RAILINGS 00 1111111111111116 r ,I - Th"la ° WM Ia' #213,20 11 . 1 0./z .',3i;i:\,,'s '. ..;.\ - 1,_71---- Ii FAIFD-CTRCVZSTIICTR\DEI=E it,*'',;?:: :,:::.:.:.•V [.I= 'I .. -- k'. ;:;:m: ta;:t;4its, mm scrsTF=v1A, .g WI .) NEIN SHUTTERS NEIN SHUTTERS SINC1077 A2 0 1 PROPOSED EAST ELEVATION(NELSON 0 TilE6 71E-0 ,0,4014,- ® 1° a QN n i NV 1j� � I � �OI 11°E11,19°1' ii, 411 w I' I�Itl, i 9 I? - z= -- al r C �IG���I € -.__ - 7'11H - - — o o. PROJECT NORTH , — �of r1 � IJ It_ E = a� na 1 ��llICEM—illlllll .16d E 11 1 II i. ur Aivrir _.,_ = 1 ► � iil JI ® 1 PERMIT SET: ©PROPOSED EAST ELEVATION OVERALL 1 3/32"=1'-0" O PROPOSED GARAGE 3D VIEW EXISTING GARAGE DH EXISTING GARAGE DH IMNDOWS TO REMAIN, REMOVE EXISTING ROOFING, WINDOWS TD REMAIN, REMOVE LOWER SASH PROVIDE NEW ROOFING REMOVE LOWER SASH REMOVE EXISTING ROOFING, GRILLE$TYPICAL CERTAINTEED BELMONT GRILLES TYPICAL PROVIDE NEW ROOFING WXURY SHINGLES,COLOR: CERTAINTEED BELMONT COLONIAL SLATE LUXURY SHINGLES,COLOR: PAINT ALL EXISTING& PROPOSED ROOF SHINGLES PAINT ALL EXISTING& COLONIAL SLATE NEW SHUTTERS- NEWSHUTTERS- MIDNIGHT MIDNIGHT NEW ROOF WITH KNEE r Illr GRACES r NEW ROOF WITH KNEE w - CERTAINTEED BELMONT � �� � +m.4 ?= r @RACES oLUXURYSHINGLES, 11I ,E I AROOF WITH KNEE -6 I I MI , COLOR:CDLDNIAL SLATE I� I Z Q<ACES , 1-1 I 11_1 y w 2-6" I I z CERTAINTEED BELMONT I I II I —z I� a F n� LUXURY SHINGLE$ I� u a F COLOR:CDLDNIAL SLATE 4117:11'A" _ —EPLACE WALL COLONIAL SLATE ALL TRIM TO BE SCONCES 1 =L w Z CERTAINTEED REPAIRED&PAINTED z_z ---— QEXTRA WHITE #� geBELMONTLUXURY11:• • w SHINGLES REPLACE EXISTING GARAGE ODORS WITH NEW ®■■■® >1.1.17,,® I z = 0 H 1 I w— ?z FIBERGLASS DOORS _ /— = ALL TRIM TO 6E / F 3 REPAIRED&PAINTED a F ,,\— �/ w¢p EXTRA WHITE --. .—7—,II_`' II " _ a 111 —— O Proposed GARAGE EAST ELEVATION EXISTING GARAGE DH O Proposed GARAGE SOUTH ELEVATION REMOVE EXISTING ROOFING, 1/A"=1'-O WINDOWS TO REMAIN, 1/Q=1-O" fl;:i PROVIDE NEW ROOFING CERTAINTEED BELMONT TYPICAL !1i161 LUXURY SHINGLES COLOR: EXISTING GARAGE DH IlIENEINILS6ER NG ROOFING, COLONIAL SLATE WINDOWS TO REMAIN, OOFINGREMOVE LOWER SASHGRILLESTYPICALPAINTLLEXISTING& ELMONTCOTLER NEW SHUTTERS- ESCDLDR:MIDNIGHT E PAINT ALL EXISTING 8 N SHUTTERS- NEW ROOF WITH KNEE , w,HT w w BRACES t7• R g NEW ROOF WITH KNEE z= _ ?_ � 2�-6�� 950 LOUDON RD LATHAM NY 12110 lo.�DDF WITH KNEE z� o TEll I I II a r BRACES T51&7831663 F:51&78G8294 CERTAINTEED BELMONT z o a z z n��rn.ozl.Fxaxc�xrrscalmr•:canc LUXURY SHINGLES a r a F u1 II CERTAINTEED BELMONT CDLDR:COLONIAL SLATE w II LUXURYSHINGL-m°NT R1HT--�� h hip ANTLER AR£APE^.TIIRE COLOR:COLONIAL SLATE a��,�a-d a�r_.a��,.�addm.�,[.mss ao�w,,..�f�s a ]�" w /��„ via&,,uator cn'1OH 5u��i�i�im?of u,N,isL .,fate E��utiw Iau ALL TRIM TO BE - // _ RENOVATION FOR REPAIRED&PAINTED I. r � f/ 2'0! r a� �Li' IllE EXTRA WHITE > - . 'EH 1 w z F z w N o 181 PHIL=EGET SARATOGA NEW TRIM — 3 3 z SPRINGS NV a Qa r a¢ a r - ALL TRIM TO BE II w w w REPAIRED&PAINTED REPLOAETVNIIIG DOORSW/NEW uYi EXTRA WHITE ,� GARAGE ELEVATIONS INFIBERGLASS DOORS z M ,'..,.. As indicated PROPOSED GARAGE NORTH Dars. 09/16/19 O ELEVATION ®PROPOSED GARAGE WEST ELEVATION ,,,,,,,z ZH HE!.'=BY'. DG REIIn'I,NS. _ PROIET NO'. /S PED Aq�y� 1948 �9�p1TNi5 /T\ �°�W''''(C',\ DH:lJ,Ila3 N,. Q I ' keet *) 1r.4 r1 '. A202 '..."" loill i/ 70/1 0 tfi::=V7' - ...... ! ,' ,I,, k, l,„ • . g I I .'tr.---,--754 0 1 ,,!,,,,:.11to- ii, n ........... if'OF if'#1°:1010111: .....I...1,.......I. . , ..,.,..._ o_.- ....fn.... A ' PERMIT SET: , „,,,,,„. .,.__ ' III ,,.,, ... .74101 5, ....rn 4• 43 It''''"°:- '.'tifin;,E "-='-- 1111 --- - .... ......_, . * --- 10 ''''''''' - ‹HrS11 -1'.---* 0 k 1.,i 1 '.) m - ' '---- 1 :7:7— ----.r.,_. --- ----- ,01--2.-, 1, . - ,k lik ,J4h. ,.....„-,,,,_;___., __-:_-:----re --- ----- 1g,--... 0 -— '111---- ----- 01- - ' '1,, - 1,. , 17 ------ .=,„„,.,., G......f T...". ......1"..?..- .....,.'n...` • 0,I,EV' ... .40,,-.. ..., . ,•14---,_ lf:SA% . 'el 4, ,,, --- -=:,-, r ,, -,, -, ‘' 411 ,„...011 SIDING all IDOPTAL'APF 1 rli J.-- i&I r 1 n - =TN'w"P" IAAT/rPgASSKEETT1‘/(1191. STEP %. STARTER ftjl, ftilb k" it, '', 1 ,1-, , 1-1,- - *-- i;;--- '4-'''":"44, -- 1_,L, ---• „-_,NE , d..1. =,.....„—. ;:,.......,,,,,,..'..' -.'), Elk f.E-E,'L 0-11 - rot! .,,Apj 414.111 ,,,,, T„.n.„.... '','.'", ,.. ::liceil giiNEDi i L .• -_ ._., A 16A 110- •ITA'ranTRI'LL.,),• ••.'. -. ,' .' .- COTL ER .. w L.1 '7:uEzp.PENR7(.0---.:'„ ,-',.:', :-. . - ,. ,,,il wiNDOVV INSTALLATION REQUIREMENTS EG;;;;;; `5===m . 'igifoi TERTIRPFEEFFEksiFs II.- 1-1 112 ARCHITECTURE "a-r=716'631-FAT5=1:821411a 0 Bri,foWall(Siding) TIE-IN INITH VVEATHER RESISTIVE BARRIER RENOVATION FOR 21 IFOREFE'N4EIRATIEFEE"RR'ER WITH GRA'E W"R „„_:;;;;II E)(T E RI°R SH E'H IN S ,,,,,,,,ER Jki DOOR ROUGH OPENING L.' 3 ZASE%-i-DAF"OiND 11/VNX IlLSR°RTSSI ISTZETA(R)FRIEZISOTVSEAHDES2D E R TO AL LOIN FOR ,,:' FRUTVEN=RR AN D INALL SHEATHING I MARCNEErPrIERT"°R ' 181 PHILVZSGEST V'RATS'A RECOMMENDED INIE'REP,SUgglitSlicDGARLLA;EHDV1q1E R;DPTI;IEJES:LORREI DSEI ST'VE 'A*1 ''*& T'P°R A R I'SE'' Er' D TAILS lqSELF-ADHERED FLASHING ''i 41SQE1r9R PLUS A E kli 40 1E-11EICZLIIn:111F ij 11=1N ,,,,B 3"=1,0" FASTEN] 1 SILL PLATE%::\ El JOIST HANGERS Nkl, suBFLoc,R * va,.. VI/ DG 11E\FATS 0 R OS, 1111 ..__'4. VeN1TFAliar' I 1...... a= ) 0 ' , 1 (1, r ON I All RIM JOIST SIDING 1[0.I NS/IYR'S ,n,,,p,us ' 0'Ord*Iri, COR PLUS.R E.UAL 0 - w t .AN IP p RIM JOIST / SEALANT IfAtGER E,ERIOR DOOR SILL CORNER I 11111.17 i 1 SELF-ADHERED FLASHING TRIM AS SPEC E,ERIOR DOOR WITH DECK FLASHING INSTAskLELLAFTIAODNH:FF,TE:RFVLVAEsAHT,IZR RESISTIVE BARRIER .,,,,,,,AR,,6,,,,,,,,,,,,„ ,,,,,,,,,,, TRIM AS SPEC CD S3yDli DOOR FLASHING DETAILS ®Tt:111'-0°r"er'11"' ..,,,\ i*8 ;:,,,,,{ . \ .--11.,://A301 �U 1r4 Q v` PROJECT NORTH O.. J w SISTER RAFTERS PER STRUCTURAL DRAWING PERMIT SET: g'o, 5/8"GYPSUM BD NEW 30 YR ARCH.GRADE ASPHALT SHINGLES Level 2 LOWER NEW 15#RDOFING FELT(PROVIE 2 courses ICE � WATER SHIELD AND AT ROOF EDGESB 2X4 FRAMED WALL 101_011 AT VALLEYS) EXISTING ROOF SHEATHING TD REMAIN(REPAIR WHERE DAMAGED) NEW RAFTER W/SCALLOPED EDGE TO MATCH EXISTING DETAIL REMOVE STEEL BEAM 2 X 2 BLOCKING NEW METAL DRIP EDGE NEW DDU BLETQP PLATE a , PERSTRUCTRUAL— DRAWING REMOVEW EXISTING BAY WINDOW NEW WD BLOCKER PER STRUCTU RAL DRAWING REMOVE EXISTING STORM WINDOWS Level 3 UPPER , 0%1161 251.0" NEW CASEMENT WINDOWS W/ FLASHING AS DETAILED C O T L E R ARCHITECTURE PAN FLASHING 6 950 LOUDON RD LATHAM,NY 12110 T:518-783-1663 F:51&786-8294 5/8"GYPSUM BD 111 NEW WOOD WINDOW W/ „„L 5/8" FLASHING AS DETAILED �� �9PYRI6AT_alH 2X4 FRAMED WALL - ,arl.m axcxrraczuxa c.or i xn; Sit aw2 RENOVATION FOR H CASS HILL L'? 181 PHILASTREET SARATOGA SPRINGS,NV NEW 2X8 SILL r— etall5 1 1/2..=1,0" llATE. 99/17/19 nxawxlar Author „9,7..=ar. Checker Kc/G 7NS. _ \ Level 3 R Level 1 Plan \ / 191_1 jr!. ill 1.6„V _ PRO�E�T NO'. Section 4 Sec11=tion 3 ,S PED Aq�y� 1sa8 1 1 211=11.011 1 1 11.011 � A302 GENERAL NOTES: ABBREVIATIONS: 07n. 1:Fli,I7TI:ArsliFU':1,EIJNING7ENNIITiBEDC,C2ONIT TEIIRDYT?OrrEli2WA'g EPRRIEVR RSE 191V0EZSNrABBYCT, "ANDT;TE D ',),11,,i7J11,,s:IiISHED FLOOR ('IL_LATNECSTAgg'171(EINEIgIDTIEONNRCgTIOPVLZAZILEEEGEOD/NE'llgrOrgEDEPSTIA-INED'BtlfIlINLGLODIVDTNCAIDIgES. Tg,r T-094:1,q,G ' ".7 Za'r?ig BAER".1%R.THEsE PLANs wITH°uT THE"'NI-EDGE AND\NRITTEN`'NsENT iii:IAFELLT'"INATsoN,uNiT ; A ,E-riu,crc,,,,rnERD:,\,i-Liki,s--)„i,E,F,i,NE,:rii-Eiz-grSgPT_raslfZstilLaRraliZTL:11211:11EATDTE'ITERNESCIDBC)1117:OF INO01)1,j. IIN70EE IuMs I y 5. r-g),,7,,,,,T,i!kuki-jEtNicsiT,i,Ds„,°T.ENssTQNpiTT„iz,L72,-rFv.Rzi-Li,--)invf„upsnit,vNwENoDT7_,REEi.).TisizALTF"ALL EDLREAcv-rZis`!-DR""" RFE4NINN Isi'NE;A:Tsl:FT1T4EflE;APET:tHIA'N!'EGANtTlEtillAiliEP(EIFINt'ilT4PRERii:IIN,FE:,, FFLZIRNG iHi°E'rfliiss'i;EsifflA:LITgN.D'ElkTrtHrITYHI;Ec?IggilL,7TL:slifig',DEsINE,T;ZIRAFNYitT E D 1.,"TT TRTE'°D4A ETE R ELAmj\fELprqi:liAPENZIPITAORED110WAFT"ADI)NAIT'''''EsIZD u`DAg I :LCri:12'1 L ANGLE 10. 12. FEEE,I,FiNdDI EaADTEEITII.TA IF,ITEiikuDTVDEDNTTTIgNDgFsiZDJEAECWIrBDUrD"INNIGS'AI ITODTHAEUZINEI 11'N D R 13. TriFIE107:ANIFri,FAIiIL:FAgNIFI,IE1017,:sligNESTI-1 IggIAGNADIIDLOLALVAADgarrDDPNR=91gDDDRNITLIDNTGYIT:_ES PpELMB ri,jRrEAyrZEil_stlisilgIZD 1 §SD;lE'LL'IA PTPA!NillirILES:SrififiC4RcAARASITjfiF:RIA?tiEigki;:EEP)PrENI7E'LjETIIE:iD'TIDsEl IN'N'EtrDNITU"" F IFNEFEDEFiEE NA::EEE DN N G 1E. TEREATEEFSE,t\FDETTEY'ES!PAENEDEAPRDDNSTULCEHEZEOTIFEANTIVAngrl(DEPFAII=1 EDNETDCDFN= NANSHAD\FAELTLYWIDNED Lu ER A L 1 6. '11-g,17-TrHgli,tHriENOrSiFrETI-11,1sLIZ IEIRPADPNITEEg1;,%117/ErgiVERLEDXFCV-SLSDNEZEERIAIDDSHNAIIDITEERDEItlEOVED :Doc Top oF cENE,::EELTE Tg2L 1 N S TD:LiURTNNEAANiDLE:REAAYNNIEffligc ENDIukTIEr:IY0.111E FS!sTSST'T:1 Hg rilLEOENNIAEISC EA TU PO UNLESS NOTED 0„ER IN I S E 0%1161 TEFFTEDCDTNSTO'F'W12:MTIIIALOTVALEEIN;IDDLIIDVDGDTHTECCDOLNDSTInilEORNDSDCHEETDRUDLffIDN'D THE \\ FIELD isl)VDAILTINA'SNETETIPTIDDDIINITRATI:TIENDEIEATX/NL=EVRIASLLL:BESNUII,OVTTSEUENEL=ALDTODUDANTIEIL THE :NE niErlIED WIRE FABRIC COTLER ENGINEERED BRACING HAS BEEN PROVIDED. STRUCTURAL LOADS ARCHITECTURE A. DEAD LOADS ROOF. 10PSF "Tile.r--T8N3-PI6D631r51-11r71816-'82192411° B. LIVE LOADS ROOF. 20 PSF C. SNOIN LOADS-PER BUILDING CODE OF N.Y.STATE,2015 AND ASCE 7-10 IFRI'El2j1IFIDSPEN,FG'V'TDOI'R',17t)'.!Pf 1 F.0 FE RENOVATION FOR CASS HILL P7RI;IrT 1 PATPAR:TGS NY SN'N TO;UUAiFF''FIIS71LIDYAIIPDIEGT NT'gRA IN71 21''''s?IjDAACLEDNNTI S AR AT°. ENERAL NOTES PdSTARTF Pd END 02/23/19 ILMD4I1VrIgiC‘IF: N/A V'd 'START'S' Pd END'PER Author D. VVIND LOADS-PER BUILDING CODE OF N.Y.STATE,2015 AND ASCE 7-10 PUrell NLINTilFTIFZYT 10 N E G 1RY:PH'SEC GUS Ti E. SEISMIC DESIGN DATA-PER BUILDING CODE OF N.Y.STATE,2015 AND ASCE 7-10 FAR!ILPTAiTiFSYPADTDE FkiliilEA'ATIKiii'l,CC:THRRDkAIESIPENDIE '213 LERATION,PERIOD=1 SECOND S1=0.0. !ligliiTTE4,11iPIEPITIFIltPP:NNSEEE SSD:012120: N 19030358 S 0 0 1 FRAMING LUNBER LE FASTENING SCHEDULE CONT. !7:,' 1. '11;LE\g'121,,TIIT'l 12 r2SINHOA0iNgNNSTZLgill0ENDANNI ITCSIUDIZGEEMVEVNTTE,I,TNHDESI)q,A2MNEDLITZIPN 2;EEIAI:,11iTlifl f,\NIOEETli:GIDELNIFAillifurlik/I:DFACTInEGi1;131:1,H,,k,1711-gRBIINfID01,7,N rL':'.'t;''' 2. ig\i-,,,,i'Er-,';,c,fsBEETAciv.i.%rArni2x,A,LotpvEL.47-,-,T2s,,,TR6PE7-TRViltICNCOTSVIRBERgINNIVEITOTEIn DE„EipTioN oF EN,DiND ELEmENTE NumEEE AND TypE oF F„TENEE LocATioN DE„EipTioN oF EN,DiND ELEmENTE „NiEEE AND Ty,oF FAETENEE Lo„TioN i! ___.__............CDL............4____......_ 3. IMICRIDLALII(LI\DIE IATOIADSUITLO-F7LLIAVILICYS-OrFII.17,00',),0'0\OTS'I,RAFIIVITIVVIS17171LREXt_PISTIIZINEGDTHTFA=D I. iT-A.g14NE.011,E-TXNETEsIECEE-rT.oi-ol.ji!-ATE -_.roll;;IDIVCI:NFI3Ne.,14'..c,ilo31");°R EACH END'T.ENAIL 22. ..I.I.T T.SILL T.R RLATE°R GIRDER 3,-.ralciRI,s,IP2,2Z'..61431");°R T.ENAIL 4 II-XLALNPIDIZAINIUMUM HORIZONTAL S..STRESS OE 28S PS,UNLESS NUTED UTHENVVISE °EC'''.FRAMING SEL°. 11,,,,S,,11.".il.f‘IALFELtsC.t 6,,DRowN 33-1::"1°411....II-f‘ALIW7/18"CROWN ,,,,i y4 :1 ALL V''D IN'9NTACT WITH C'NCRETE°R C'NCRETE BL'"'ALL BE PRES"RE TREATED'S' li!:d1a4:12.1\SAIIPIE1S/S2'1.162") END NAIL „. 1"x6"SUB FLOOR OR LESS TO EACH :"-'81d'::,R1=',:°;/271::."1°31P7 FACE NAIL I'-'1 \'''AIATGLIIEG°R;R;IEIgASFR:TEi;I:ATSiE:GL:INLFEENI1Eifi'3E1°EL!Tt;TLNDENill'il!°rDAT l';i'IAIAE;DHTNE'1DjU frIVIET4RHEIIRIIU'IlIN214NHITEI 4LALTE L°°K IN D T°T P°D D A N D W E D .lei.I1D4I Gr1:.NNISDiG3Lii2:16.?.20..)C7 6..°.D.P AD E N AI L „: ;11;EITIA'NFI2(II:L TA2 r&I 6 TE„-GF„g% '2,2111;;;'II/I;";DNI.1(rr311..)g„:11„::)) „G H„IkR I N G,F A C E N A I L 1 7. i 12iFNDDLEDNSIEiALL,0-ILTIiN:FilFiELIFTD'ElJ1.ILLIEDIiH€IIDDNDA'FI7EAlliIDEFOAF:°1°SER2'LP IDAh_AaAliTEAILIDIG'.L120PO.F 2' C Ell-IN°'DIST E T°T°P PLATE ii!„:?1T15.giFi:CED:1,1:7::::.°.EA'END'T DEN AIL ' InTB-ELIRFLGAUgS AN D SEAM'2” 2'd'DIM M°N(4”2°.192") ilTpIii.iEfsFIIR'Z T.°NF' i RIEOTR\/-ITEIllils,1:Glis:IIENE1:11_,:l IETNEI,IE,F_LaHt IRLAISNEFIgg ES l\PV/NRSIPSEZ DALtYJT.TTBsu2rBoEFBFgg-,r,ve R , i9;110:1)1::siii.p'sl,:gl';:tiR6..GRov,,N TpcT'oii.IFI,iEIGFR""P' ! sa.. TiALLiLopHNGTFENii,NzioRNAGoui;R:TEiiRELouLETisi.TNH5RooF,,,A,siiii:Eis:),TEE NF;i\ii;FDLE,L,ERiLiciuRK;sDA7R;iNAH2D,L;FIGiF?A,;rv.ciiLyvviirEsi3isrvoio;i:DDH.:DF,,A;HNHRiAG; 4. !;10,,B:E.,!:ii;!.j:0;;!,:',.:zu,RTEsi,.,1.:3::Psi:T7B:NRETT)°,sEE ipE!!,47,2!!!!.:.:iii16:::: FF AA:EE NN:LL lediioyziriNi.:;;Ei,s.,7!)::,NN rrArLs AND AT EA spLicE,FAcE .,,,,i.,2 I :Ln, i SECTION 2308.7.3.1,TABLE 2308.7.3.1) ' LoERDIUrT:TRRSIP SDPPDRTING'IDISTS ncol,I7IXIII7xN0.(13281'IODR162..);DR IIAA.11:ID'DI6 RAFTER'FACE 1 ( 1 g t'T:1 1 1LL FI'O''',0N-IIIDNEOEA'NIaDCZIFSPD:FiDAL:Milr-AVEID171THSE.TIElliNIZGi'IINI"IIDIDNilEETDIA'ITN°DGPREDIAR'VSD\IFIFO'lLIDWL-IIS--I:ID\A%glITTEI E. °DL LAP TIE'9 RATER ii!,,0,.,11 1.1;11121:12-12!).;:owN FADE NAIL 2R. joisT T.DAND joisT oR R.joiRT 44--I4T!,0111:!(11:27,1,106.1.:27:: END NAL L2q>1 : )Lt10!'1'2',',I'll:E:1127,1a1ATBR,RDSE„.E.,......:::ELII'USMES li!':111aD41°i:'.iii.ilL2E?:/1P6"CROWN 1 'ic,':1,'Il 11. 4 X&LARGER. 6. IFFIRTiFIVgIAFI,DrIN7L2I%T7C.I5TILLE ,i2-,111F,I,iEIX:FlyN/012'.1;20:61i'UR 'DENA' 12. NAILING NOTES: 30. „IR„„„„„KING TO JOIST, 22:=7„„„;),„1.,:OR EA.END,TOENAIL ,1) L'f7'LC:i 7,:' 113: ,P2kliRLIiI:A/;,20‘,INIiRSSIHAEL=NSGDISMHIMA ID IL'I XV\I TEII-EASSSF 0)TL I-LI=Igl LEPSESS IC/Ffi DE eW12IrlksIVIOII4GDSDN :::".1U4Tal'1:11VI:EDSI!7/16"CROWN 12. ALL NAILS EXPSED TIII,IL-IIICITINIIIND24. C.GALVANIZED. 7. FNIDEI112F1DiiESBEFIVID.''g IID'Iti4LEL:YZ2 i-2113101)111.1FAII'''?1!S1326.'DPI'162..);°P END NAIL ;2,f.°tIlACIG/Itl IISI TO11\4P,L3E1S/07,1,10!.1",tSiERIIDDARN;D I'TO EN AIL ,,,,E.,,, :I-- --ID cI' 13. MI"ELLAI.\NEDLIIISILITSEDTILIS:S7IERIE.:XIRTLAT:TD"NO.2 S.;.,CI.6 A,0,,,/iRR BE7REDR,DE ii!:cii1a4111'A..1k2:.:57/1P6"CROIAR9 31. 3."-1/2" SidLICDDI'°f01 r°V.DITI:fiA'llIgL;FiFF ELI DLIN131;11(VRADL F) : II ' 13. EXTERIR TRINFNSDCD.V,FLEDI'IRPENDE.E,DSII'LliECNCiKIFFR A2PPIIISErSSAISI'CLiST"R APPEARANTE PIP (ISTLiliF1L=2 SATNDPLI!1!)16"SR°'AIN 4 8 WALL 14. FASTENERS,INCLUDING NUTS AND VVASHERS,IN CONTACT VVITH PRESERVATIVE-TREATED INOOD E. cTuD To snip(Nu,AT BEADED wALL isd comm0N(2,N2,,,,,Th2,,) 24,,0.c.FAcE NA, 1 T,:::',%1'I''-f''ALp`i_RE°°,F1)6,,.R ow,Roo, 43 : '1,s'i!itT°A17E'liifp.ANT'FiT'AD'°'TNI"P°6;TE::TizgliTEE:11AEN:11:EL,IligEILLEI'''''IA:Dfi'DigTIT;DREi°ENA'vs vsINT'TiA:iii°,'LigEHIT:EALLR\lisjEUIIII'-?E:cisslINA7fiR:\AGNII'N'T!E4°31'sLT:E 9. EP:::sun,AND AENTTiND cTuDD 13;i:'3:9:11!:1N,:,(01!-.11,:PI!2:°017'1.,312S.,)C0REDWN il:,',.°0:FFAAcCEENN:ILL 1'32"-'4" IrFlID\11\l'ArfilIIGSEFTIDI'llIIRDAIGIF8(1)5NRZITIDI'NCqE-ii'llETIFGEAl/T:EELIDSTA\EIDDET°LL,DgIRI7i0IFAIE_ITNLIIIDT,PNSEIrA:1_1LBsIFULA:IPEIFII-I"DF ''ITR IANCTEEDRSAEACIIINZ:t1.-)L'SRN ERS(AT 13:ii,,SIIDilarl..'111-Ei.FEE.)2',;cEowN 1'D''FACE NAIL 7/8"-I'4" 82dDSXCA/1211XL/f2S-11/gr0:1°37, : 11 15. IOISREAITTEICPIIRLEPSLEARIVIX/1910EED-IFA/AOS-OrrINIV'Irlt2-1F-OrDNRYTAIDOVNIIKAISEI-NITRSHATIMIINMAITTEZ11' 1°. BUILT-NR HEADER(2"T.2"HEADER) 1:1 21)7,N2,21.QP).162");°R 1,,g::N..22:FF,t INI:Ii .TH ER EXTERI.'"LL'EAT." . 0 . ul 1' i,j1I-LiE_BiLsEF,ITP:1,1EEIDR:EL71 I_E-TINrijogT1IDEED.SSHAALLIL EBTISTTIVAINODRAERTTIVAN't-IT''1!AERGEERPTrH"All ETM IMBEZ LDTADMEE7 LE IT,ES -N. ..NT"N...HEADER T.STUD 14-.%Id.X.„KT,e.,21/8,;...131';°R T.ENAIL 1/2"FIBERB°ARD'EATH IN' 1,1/1126,LAVDAD1=TRED4T/NRG NAIL 1 114:1C Ga.STAPLE.1711.".R'CR.'. 3 3 " 17. MIA',,PnrIr'/';'N,S1H/4'LP-LBAT ISIAZDETRDIFJIDIILTSDSAA1NESRVVVIITSHE Sg.TXED2”LDNG ANSHDR SDI-TS'A'''. 12. T°P PLATE T°T°P PLATE -11 I.,dd.,051)1341,2_1R1':!:::N -14"g'::"11 32. 25132"wn:E.P.D:TARP.D.DTHuERAAT::NADNELs.coi:12.''1.11,,,,"2:2,8,t91-217,EZD1-:::`!..iiNfE°RNIL,L:,':TNTN.FRAL. : COTLER 18. BRIDGING OF JOISTS OR RAFTERS:(MAX)PROVIDE BRIDGING AT 10,0"0.C.,FOR ROOF RAFTERS AND ARCHITECTURE rmuERAFZ'RF6L'INcl'F'IrivTTE.NPDRIDE 2X S'ID'L°C KING AT ALL'EARING L'CATIC"S'IN.TW°''LTS PER 13. "IPN"ATE T°T°P PLATE'AT END 11:i2-.192$I,rdiD0f1IT11:fiI,1"):!6„2");°P ,r,"E,,,,,Jii,,,,N:Fs,,,,,,,EF,,ACE 33. 3/4”AND LESS E6col ffhl/IIILII/21',1',11nL.11133';',;DR : 1.1 RR°LouDoN RD LATH.Ny 12.NR 1 a IINIE'111:1'81 EIHINANII_IF'BINEI°PA IFXiN'AVIITVIEEIMN7EAISrld10112qi!ThNIIArT.PIDE5ELL7LII2BP2BiErEir2i.'11'NTAF!LESSifPEFgPRN%p'D.D. i 4. ,,,,,,,,„A„„Df,„DRZT„T, 14-edi„1),/,I6,/.011g„2.,12.16'2")DPOrN 1:I'SOT.C.FAC E N AIL SA. Ti'd”2 1" :col:/7/2NI'r;111/;:211T1::));°R : 11 14:9:146:773-L9916969:7::657E,6172:672,61,4, ITI!INDAFIFATIEVE-EFIsliENPIi/DAIBLRiFiTliNSITaTIOITSDEFEST°SLINRTEMIE'NDIAIAINETGAEN;(3D 'EP Th. TojoisT Rim Jo'ET 'STAPL'71,6:17:17,4 Th„o c.FAcE NA, 82dDSELFII\DAIRAIta/f21./21'x',213D1') 66 1 ._,:',q7,,7,:g..,,,TF. PANEL SIDING TO FRAMING 21. \III'EDCTFTg-ITTg/rl TF'g:TDI=GGNgAltNEDLIFJIA/ISBREFAATNEDDITNSFSASSIZIDIIAINGSS'BIZ MNAATIDN AL DESIGN \IAI'lliFil:ISAI INIiETALiF7 S LDC'NS'SR'ED 24:1i!xlia!,1231Al2-igL;115;:)L,SRc R'owN 36. 1/2"OR LESS ytt'EL=1;•I'''''''''-eIU"''''r'''' 1d7CIA,712038!Isgl:ESISTANT SIDING : 1 2 RENOVATION FOR CAS8 HILL 22. TAN%TA7USII1F/DIL'ESNASTIDTILHEILE IIIIIDOIIDPTINNIITINgIENIEgggIIVIUNRMINLIZ'ODUFT!ADH INDIVIDUAL TRUSS 16. .TLID T.T.R°R B.TT.M PLATE :T'aidTg„NiNei.21/E;7,1,31';.R T.ENAIL l'ICDICIOR91:"DSIDN2RESISTANT CASING 6 12 ,''' PC'EwRI;IrT 23. FELIER'N'ARAELLROFrRRII ilgalgE giSIU L'StTL IIY.il ik:?C;NLRTTEDN;;TgENYGiTO'EGFKLEI@ITt EFIE\NSL L '12--....6dTCD11;;;IETO'Fh7,7,206.1.62117R I DR END NAIL 37. Dtd" (82d3gIRali1C2,21,1RESISTANT CASING S 12 S 12 '''' SARAT!IIGPAHLPAR2S,NY AND BEAMS. il!xd1a4D-Ipil'aliaLE8CIK1P6"CROIAN INTERIOR PANELING ' Oi N T ES , ' ELITITEDEERSIGN"HALL SE SIGNED AND SEALED'A DLIALIFIED ST'E'SENSED PRIDFESSIDNAL 17. T.R°R B.TT"PLATE T"TLID i-11,Icrl I')I\XI..712.';0113.6'2):1,11;):CIR END NAIL 23. "A" 44col l''NtFliDr1(11),:0'.ad?';');°R : -11 25. "IlIslISTLTGIRRDSEERILLICSOVJTMSINAENDD'I'INsTLISVFLOERDADPRPARIVIZS.DF ALTERN'E"NN ESTI('DETAILS' 4.."1°4-11a.IITALIZEDSI!7/16"CROWN 39. 3/8" 97949 LI l'Is'lltliGR2ZISE.1„S91/PIC2gRTS AT 24 INCHES) : 1.1 .-9.TS 12"=1,0" 03/04/19 ,IPRRZEIIAADSDEEEFTINSASNEDSSFEOAF3DAIV4ThAVPIVI TO'DE h%'ILNTELR'TAIIIZVOFVDARL ITIrl=IT ERIED:j,11 FRZn ME'l 18. TN'TPE111-.TCE4."'ASP S AT C D RN E RS AN D 244_':1,!yo5.,l';(1,,PA,§CE2if;16'11fR': F"E NAIL DR9O,97 Author RE7r=:•2 She'''. kILDLILIALNIIiiiTV,INAD:DEL'AliS:IFDADIINDI',G:TIO /FRBTOIEM1ETS'ERARDNIIEA:TCTETFRNGIFAIENPSErIR°LSSFIVPDIP FIS-INDAITSSRIE/LA:GDiTFEL'ITLLINED 1 a 1""AC E TD E"N ST LI D AN D P LAT E 11,,,di;B71.,:,LA,(FIA,'FC1 IF',"):Sd;I'S.:''D R F"E NA'1- .STAPLES,7/18 CROINN ((t)): IPFID/-IL-0'IF/REF TRUSSES 2°. 1""6"SHE'HIND TD EACH DEARING -..7`,D'dc','"),"'r,e,2".?,;".131");°R F"E NAIL YEFINIEBFRETSDEAsFaTIIEIEFTDEEINiPaDiliNTBYDDAiTYEA1 EFSDEPAIIR_FNID°NIVI IT FSTIPPPPg IlIaAILLNEFI I:LiaRNSIAEALLRYPE RD 21' 2'SA”R'; \NIDE R SP'EAT PUNS T D EA' °Sid.c7I'A'L('T(D3N.1121:')"S'131''D R F AGE N Al 1- 1:MAIPDN6FAIDTIJI'RIEEFNG:IC-'1°P1DIA'NT7,70iS'A.NNIIFE'DFTliFTT\AC 141DIDIVIiriLESLENIFII_DNBEESL-IDDET'EDI I EitaElliND'N'EDISI IFSGLIEN7L IIII,ED7SIDE:::. O99G79 999 0,N E ry, 19080358 S003 TESTS AND INSPECITONS TESTS AND INSPECITONS(CONT.) 1 VA:Ag TJOEN:URAEJELTIITIRE'igill ITPRYC'TEEEKIIDINRS111LEAALDU'CINDrIE1,1 VO2F7ADITI.''''GglIT7°2'TEREN.ITII'''.3T°I;VDIG:NNITIFg€1 I'''''° ..)IN S F E.T ID N D F S T E E L F E AII.E 11°IN T D ET AIL S F D E CD NI F L IAN.E: POST INSTALLED ANCHORS TO CONCRETE AND MASONRY PVEl'iNg.T.T.RssiZEA,c_',,ACgrg-,r'f:EIATA-L nATALENPRBsYorT,L'EZTAERR,TRGEG'IRSTEIRDEEDSZTFIIAU6SOP.ECTIGNS A.DETAILS SUCH AS BEA...AND STIFFEN.. - X ..,„: --........, .....y4-----Z UCA4T,I0E6NUIDF7 SAIN7/%8I"FT)Pg-TigloSUPg111NT AND-17":SPECIAL INSPECTIGNS AND TESTIN"RE REGuIRE"Y B.MEMBER LOCATIONS. - 1704.3.2 4 1 Y ,,,,,,,,,,,,Tpi,,,,,,,pc)EN.,,,Esi,,EA,,,,,,,,,,,,RA,,,,,,,BFR,,RA,voi-Rry.,Api,,,,,,,,,,r17:4R.'AsSEMRLIES C.AFFLICATIDNeanTioDNETAILS AT EACH - X 1.EPDXY ANCHOR - X P07 ,i, PROJECT NORTH REOUIRED SPECIAL irsTA--.r',72,7AND TESTS OF SOILS 2.EXPANSION ANCHOR - X l'1 A TYPE CONTINUOUS PERIODIC *sPHGAsi II;I-irNAIALCECDO,ARND'AEHITv;°HTHNE7ror=EANASTERTTER'1INiN?Tr-1 IEYAITRHZDIGCTNAILI1=Ns.PREE'PTRITI AN D AS I 1A,VEECRL IJ FAT NO EZ1 I I LEE VI ENDEHI INTE FF,11'NI IsGI D\-ArilGANCI Ir :II::'FIHsAPrGSTTLEAcNI`DI.NiTZ1c(T:zINEINIIrISLTIuNFG3TRaRTATL'VFA'N'IrEEDIEGFOGALTLINTII:GHT ARE P. STRUCTURAL SPECIFICATIONS. -Er-lIgrilSID,FkIRTE-I,Ek:Es ri=III-CrXDGI Irs7'.`r\EN-I I-PI)I:.%rNFIsArTA'LkrEEDTIA'giAcrs°FE-CTIE.IN:II EJGrNEIIEsSPEEZAIr-EINsI sOPREZ`011-TiVi,Iii:TiZC I Fl ED ON 4 2A.NvDEER,I,FZETAkrEIEIJI=PEEERx11T,EATI=T_G PRGPER DEPTH . X -VNEORT7CTGHEAPT,1;111-IVEI=ICITAZI IgNATI3='ITIX1 TSCEHRE.D°R CU'"RING CIF H°L ES IN STUDR°R'IR'' TCFUIEXI,A=1.18scIrcrorl;i=IRCE.GXRA,E_UAARTPIgiT/SAELRYCTEFSIEARRND0 Ii:.GSLiTgIZIRNsSTIZsgTgNST-ILkil_tLOILC'ZEINIsT V.°HEIR 1 :I\P/2A41,-TILIsNP=TERSEZ1R-RrEcPcOINRIPTI:IANsE wITH EAcH°F THE ELEmENTs REGuIRED'THIN THE APPLIcARLE Icc F2 ; X :INIZTT:coINNI:LEroirxi4,7,:AixosuPxi:),nT-r,:g-kitiiiis-zEPci!rgDFE,i,L-piEARv,vBE.E-LniLT,.zrospP,:i,ic;ALL ,,.: ,'r..E.E,FA.,L,ii,FiLF,J_IilIriXG7LRAIgr-vrInIT'LASIVDDrOIrsvrrPIZTTN?IST X IfIEFISiNDSNPRIGRAPECIEsEIMRStifF.INSTNG - X '12:-12285.:6'.1' 1 9'.4 Po I IYU:i...'i'..1. iiLRIPIgREilFZEAVEENRI lEIFYITTHFACSTIVHCATSEI13IEFILXIMErD X '2.AR/REFTHIFIFTIARAIRILRiSITIIEFAEN F ID R C IN G X Ay,.D i.4 . IlcSGENRIR/LA'ZNA:T1PgICGCRU IiuXILNDG(.0cBGSNEI Z/AAITOGNI=.E/I-RNTITvIvF1)L'LTB-IEEDsl:IgIBLA;rrtdETI-2:TIIHAENTHWEACItGTFAIIET.IF-rI,L,1 IA-I--rIOR, '...., . .--f'7. Li'IA REOUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION IGirPuFICT °0-IT7FDIREAR°:/RE ILL:T W E L DS' X AC"'"'4 SPECIAL INSPECTOR AND THE AUTHORITY HAVING JURISDICTION. ii°1/IRDAEs;ETERARUETsHPgq,ltI,T4);RGJLRJFT4 i's iI0ifirNcli,.Fs IZIEE IRDUIIINGRIINTIEPNE FAM=DD=Ek;GOI:HREEfFERDA0R'S i 'N L:'t 4, LAItssiTDENTi=IBRIsD7NIcAlT7E1°,4,g1NATTRI'V'LBI IIRBEJFEEc7RTE0G,I°DliorFAI,A=Eig6INtsZTE1D7=E7LI/ADRIXTsEcTuRAL ,I L.i: ,,,, 1.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS,NUTS AND VVASHERS: `EViNRISDPErRiCETTDC=VEI-VIRSAXRTSALL'IN F-C=1,'ITZ)FTTANRIODUEssIN?rAsITE=GSUIP7IYPIINT:YDS'rsIETNE,-ISEAuNRXC'E','AINNilluCLAuLDL/NNTrTccOEN'IRAIAN7NGGL=LIEr"R x I il.12IAIRDIT'iI1NIi'SIFOIREiAl I'S'N'TIE I'S T Rill-1E1ND E G X 17.8.2.4 EXTERIOR WALL PANELS AND SUSPENDED CEILING SYSTEMS. bl ''''14 NSTTI!IIAI iICRI'DNETII Ici Ili:NFID I<NUTI 11TA HETTrks 1:.RI'RRG‘Av 2 - x AiS @fig!'il t RA DIFEIVIAELN!A'CLERIONRGSHNVDAtIF7N ED IN 4.A ACI 318:17.8.2 X STANDARDS R.IMANURACTCLEVIE0PR1111FIFTIRICATE°R X ,siximY,'„r uSE GF REGuIRED - x cH'''''..41.:4.3' 1911.90R18.7.2' 2.INSPECTION OF HIGH-STRENGTH BOLTING: F.APBRi:CIRATTSCPMRIATNT rIL)ISEXENNT6TH - AASSTTAIMCC13712 1909.10 A.SNUGTIGHT JOINTS. - X i FI1AAITITIETESMO Fi-ILHIPEFFCRIENRTVH E X ACI Z22"' R@FOIT-IFFID-RIR°Ertr:PiNNIIEN RII;I:IITRA.FON'IIFITEIrAqT;FG10-FSFIIC - X SEVTOINT/I'2.5 17.'3.3 T,A.iii,EAiTrivioNIIE,EipLiN,1:SHDT.I.ETE x . Ac2163.5,.: 19..6,1908.7,1.8.8 CC AR111171IFT ill!1-11°E\IDAIFIHDI\GI aiRAliAIAIFI'l FSI ITTNAI3E:. X - 8.1iliElEYLIEIIEIFETREATTRUEEA'f V FDS P E C IF I ED - X 26A5C.1-32166.5.5 1 908.9 0%1161 3.MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 'A.AFRCKIINsjSRYITORNigr11,71116 I IATg TAT IG N - X S g 1'01111D/15.5 `.0ARPcPEIf,TNIETI GF PRESTRESSING ACI318:26.10 - COTLER ,:,°FrpsicR'FF,i,FiDh7gsN'FTTEFiliaT°F,iiEFE:%1\GATFK°Nil - x APPskTIi'NiEs: ictii,iNcs,E%-riv7g-ErizN.CIF PRECAST - X ACI 31.:CH.2... - ARCHITECTURE C.MANUFACTURER'S CERTIFIED TEST REPORTS. - X ITIVII61V7S IN'11119iiT!fINN'S1 IFSEFINGCg r "RTIA)=8N3-76311FAT51-17171616-'8219241" 6..6,664........66. 4.MATERIAL VERIFICATION OF 1NELD FILLER MATERIALS: irGlilEENFsDiFFTORME=1:D X AC'31'26.11.2 .4'.:',X5.61.4'g.,T 0646 '''C'tIUDESSMTPFTeLFT'Il.JOIFDill'CillIR IMSTRAil'IRCG7D°RM T° - X :F SFiglitrIsT:NA'S - 1 2'NSF E.T FIU E.'..X EDE SH AF E - X 2'3'..Y1,31-11,. - '6;:14=;14'.4t.,:=4a4t1='6T6= 4,4,4.4,4.4,s6 LCCOT1lAcTirrIEAraMugiERNBTFNIN:FICOIFRTMEEED: RENOVATION FOR CASS HILL L',J P7R"I1:1 IT ' S AR AT!,IGPAH:PAR:TG S,N Y 5.INSPECTION OF 1NELDING: WOOD CONSTRUCTION PER IBC SECTION 1705.5,1705.1,.1705.2 ! SPECIAL INSPECTIONS A.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: , -119.E11IIRPIA1TVOIE4 AGNRGOPOA/RETItg.IT X - 4,4,6 -IANKICI-11 NOI RAIINFTCSIR-1071EDS=NSGESI)DT TAX: .4,4.0, X - A\NS D1.1 17.4.3.1 TCIE/1111r.INIINUCCILLUISDIIITGUSTFNSCHVIIN SYSTEMS . x 46.6.0.4 ....Ts NUAP6D1r11T4X.gkII:SUGBNOINUIrRIUDTAGRR'SEDGE IAIIETRGNIPAiL12 AFL.IIiII'SIEArsIi:/ALII,R,I1GRIDGE 1705.1,1705.2 2SYNSITRATEIFDTIIEINRS0:1=t IONS x - - X A1NS D1.3 B.REINFORCING STEEL: X,'ilfIcP,R,N'SGIIEFEFE:RARIFN5L'iNIINIG'Ili IiR: - X 1705.1,1705.2 141/NEFRLI/FRIfskITSTEILVXOTHGEARR'grAN'AFSTM A 706. - X 4,14PDRIZEAIN INTLTAT ZAASTHE.TES' - X 1705.1,1705.2 1214.EENFINIT2FFAF1,1 IEVNTEDItREFRiFILLFIVIVEFS:IiAiA:F° X - 5.ROOF TRUSS HURRICANE.CLIPS. . x 1705.1,1705.2 ...4.4,.. TE',EECX`RITNRFuOcRTg:11,t111rThALLS GF CGNCRETE AND G:NAILING,BOLTING,ANCHORING AND OTHER FASTENING TO OTHER ELEMENTS OF THE SEISMIC ..e':-.:'''''''''''''''A .707, ti S004 - ' GENERAL NOTES ..=7EHAEDDEuRLEsizE MERNMNLAIR=DTgrysTrr R T°'or'g, simr=E°A%rfrj,4r. r' 1,ZR'CFF1"NST"''N PER i7,,'',,,ZNDUI°ANY D'sCREPANCIES ':,:'3-'1 DI,Z ITDNLI=FRASTE2NIZ —1 >6,0" REFER TO E 0 R 2X6FRAMING.16"0C I 4 2)1).17'D%11'1E- A0 11*4#1--- a0EBTLIFTS-PEN ER 6 1 y Pibilililli I 'IN' I'\ L i I F FPFR TH/ 2 Ft-M=1M= 1 .. simr,sAnIrREcAnTmr. i 123'0 CA I°R ND'T F A'C 1 A / II L 1 11 Z— .KEY NOTES (E)WALL FRAMING A 11111,7 ...rr,,,,,,AR.H 1 SECTION AT NEW CANOPY ROOF I 01:1,1 icp.J4 ,E).ROOF RAFTERS .- ,E)ROOF DECKING // E, - gc,i-zigoi,FA:TO:TO I 'Asil2gE°FING PER ,.---- --'''r1110 -- t 7 Fl- E,I,FIgIFE'O'FISET7AliiiIEA H 1 0%1161 3 SKYLIGHT INFILL i I i COTLER , ,_ , ARCHITECTURE "grT2N3-716:)63LFATsirgY82192411° (NJ ROOF I =:',Y,',:tia=',a="., IENNENNENNENNENNINEm _ 1 y41 :riznilrF RENOVATION FOR CASS HILL (N)ROOF SARATEO'GPATPAR:IrGS NY • —F\ " E TED hE/1=13)70T4PL'ANTE ' RO M `A AS.El • va.,.. 02/28/19 • 1;1,G ri DREFTHTER Fi!ILS:LEL1 A‘11,1 ,--9.,..,,,3, NN • • • • • • 7 , IA 2 ROOF FRAMING PLAN-GARAGE 1 ROOF FRAMING PLAN-HOUSE S100