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2003-323 (2) Tow. F6!,NPATIoN NorEs: I THE AU—Aft-E 60L MARINO CAPACITY UMP FOR 9 PESION PURPOSES IS WOo PO=Z CAS STRENCITH AND REINFORCEMENT PER ACI BUfWIN ,-I- II'-4, ROWORCINO STEEL To DE ry=60 KSI 4 FOLINIPATION MNIMLN 45"PEM TO15OTTOM OF REV W,'T rO IEWED B 5 F0OrINOF FrIN'%S "M FIELD PEPEW1w,ON OWE P. O PE DRAIN TTOSLMP PIT 9 P IT SEWER 66NNECTEP DATE I PER TONN CODE 61 r N�ATION DRAINS SMALL M LOCATED ON toTh : - DE OF `="E41 AMIMENT rT,—CONNECTED TO 7. SEWER MAIN AND WATER=To M FIELD LOCATED T— 0' PROVIDE rfywAy mTwEEN roonw,AND romATIoN `&�n pn OR 12"#4 PONE-6 @ 136"01- -".Ir PROVIDE 7 EA #4 RE-PARS AT FOOTINGS RE 4"CONC!'ZIETE SLAB ON_4" 6"ITION5 _R SITE MIN.001-11FACTE GRAN.Fil 10. W)WON WELL51ZE AND DEPTH To M DETERMINED IN 1, FIELD AS REM)IREP PA�11 1� ("i �'"PIA T .10 OP�ST Jig.STEEL pjpE N,15y T�TW ''A ROB F=r CO OR EQUAL,FASTEN WITh V Ttb ctv­­ —]rNffR PER POST @, H" W' PER -T6 To WOOD MAMS WITH 2 10d AREA I� FASTEN STEEL poS 0�4'�T RAILS POST,TACK NELP STEEL FOSTS To STEEL MAMO 15 I/V ANCHOR PCLTS 5"INTO WALL EVERY 1�AND 12" FROM CORI'MS AND OFENINC-5(MIN. O Z/FLATE) TVs b V 1 4 c V-4 '�T 1-4 INSTALL.F--25 INSU-AT 16N Oro 45'OrELON FIN 6RADE AT 4w /V1 4 IF "'p SE T 15, Loll,=A=1= 11 WATER HEATERIF, A'PROXIMATE 14� FO"ATIT PRAINACF REqjJREp ON ALL FaWATIN6 -4" Fj I GvoLW WATER calnwJN HC _R AREAS. GRAVEL -r-T b "6.j M cJ P�T ry CJ r6LNVATJON r/,) 8."t� 4. r LT41V'AWE TO'OF FOOTING s nprREP UMR`L , ROVfDE PPLUINZ TAR DAMP PROOFING PER Nys CODE,MUST PEY FOR INSPEOrm 15. IF'O"ArION 15 T=111am 6ROLNMATER W/,— WArERPROOF IN FaA.OWIWI MANNER: 4 P� 2 FLY HOT MOPPEP FELT 6 MIL PVC MEMNZANE 4- 55 Ro"RATED ROCFINO 40 MIL PO-YMER-MODIFIED ASPHALT0 19. ORAPE mr-T S-OPE("IN THE FIRST C,FROM fa)'PATION '-0WA'Tr=WITH mm 5000, -11�UP AM� SaAffRIC WATM4`R0OFJW,MEMW SYSTEM5--�(4 16KNE615) ANE b? 21 PROVI (1) N6 O"ArON WALL VERTJOA-LY @ 4C'OC, 9. ED 2 afi pay 2 3 2003 mra 1/4' or Q IEENSSURY —T eEo P EjjyL,LNpjG AND.CO�L PIG AND.CO L PIG AND.CO— AT TOWN OF QUEEN BURY BUILDING TMEN Owed on r li=e=tna, T. *2 com h)a Ty') as indicaWq the fions are m full 0 o' the Burling c IWAI 10 1 1 .Mph= odes NOW �T Fa of New tate. A�I— ORAPE NOTICE —M,N;RED'(oI&'-vvg-L SMOKE DETECTORS ARE REQUIRED IN DEDR5 Ml' FOL)N=�A71 ON PLAN ADJACENTTO BEDROOMS,AND ON EACH FLGOF.L�,'VL- EX�- YVALL @ Offff5ET N.19—by:G.Mad I�k INCLUDING CELLAR OR BASEMENT.ALL SMOKE OFAWA, Date.—R' DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS. KRAFT PAPER IIIIJIMMON MUST BE ALL SMOKE DETECTORS MUST BE BATTERY BACKUP. --4 CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE' COVERED BY NON-COMBUSTIBLE BARRIER (�)XEII 0L—�LNQ—RL2L1.P E T,�I A-1 SHEET NO. RAC 06 PLATFORM Wffh pONDLEDGE ORMT MONOXIDE2 OOR CALLOUT @ OETRERO 0 CIOR py EAKFAS N WINDOW EGRESS AND VENTILATION DATA A W069Fl.pLA ALL REFER 111) JO THIS`.A'EEf R -qk—d. AWl"NA p16NA- pAYLIEff READ EEOCE�PROV 0Fr 15 f"546 O 3-2x6 SUPPORT MULLIONS 6.7 K EN>, 42 --FA�,FIRULia W06P FWOR71 ol SUNKEN 'EARTH W HALP-WALL o STUDY t FAMILY @ I 6APpr Ir FLAT 6EL FLOOR IWP 11'FLAT —6-1 1/5-FLAT OLN& 7 !'"6N FRAME ALL wA_Ls 7 114"STEP 5'7' w IL 0 34�ABV.TREAD '10 UTILITY VINYL mLo(R of EDGE-( FL R ABV 4-7" 5/4" AS WOOD STEP REqV EyEhRON AR(H PROVIDE 1/11"TYPE"x" ON BOTH w E I'M SIDES OF COMMON"ALL, GO 01 ATT CHED 6AP 0 AND GARAGE ALLI LIVING APACE AND REMAINING GARG, PIE", TH15 FOYER 1 0 LINE, wo6p CAJRRPP�Er FwoRA. GA AGE DINING 7-2, 6ARP!7 (Ds�PE 4" BIN POOR 5/4- 10> ALIGN WALL 5 I/Z- V-1 Ir FLAT ENTRY caqcRm 9'-4 p 3' COLONNADE•LIV./DIN./MSTR. a) 7- t.1:14 MA Y,vFlw--W/tLYC / PLA`AN(,p'4'm N w 3 0 0 -F-,l T #2EEr O TITYAL VENEER A-1 2" d- 'MEE= 41 V, Dale: 5-20-03 Af,6V!TREAVI, A- 57AIR PLA4N SHEET NO. LECEM SMAOKE DETECTOR D� WINDOW CALLOUT CARBON MONOXIDE P p TL G, DOOR LLOUT DETECTOR 20 1�- LANT LEDGE 0 0 R�C A L�LO U T q'FLAT CLN(. N 2-3�VAJ STEP SUITE )'FL ANT 5NELF a 5/b-AFY, aeP ALL I oR BEDROOM#2 COFFER CEILING TO 10-FLAT 0 OPENIW&..J0 ATFORM FOR TV -N 4:PoAT.V.N16HE T-b- ARCHED COLONNADE pvb,d col-5. LAT I R --TT- FIRE ACE WALL -9 I-Nil ID MASTER T\//f=lpF= VINYL -O-TILE FLOOR HIS HERS ;? TILE LEDGE E E RAILING D 56,kFY. ryy 'log, so Ea TO - -2 ZsaE OPEC BEDROOM#4 BELOA BEDROOM#5 p IS 0 HARD1000, ON PLANT 5+iEL`C BE 4'� P4 II Y-1i, 0 ———— ———— ——— ——- rr- 112*AO FLYI10OD CAP L———— b'DIA.PLAIN TZOAN COLUMN 3/4'COVE OR SHOE HOLD SEGOND NMI02 PANEL MOULD Ill/lb-,1-51bl) FLOOR PLANMM624 BASE MOULD(q/16-.3-) 314'T4C HK FLOOR DECKING , 2x(,OL"BASE BOX FRAME /2-GYPaH BOARD 7jl,s.UPPER LEVEL WINDOW EQ9Ess Am TM DATA LY5 0 LONER LEVEL Scd,:I ALL VANDOWS K13:7 2)hW x 201) ZOOM 5OFT. VEN T"TOAYL16HT 11RI55 FIAIV E61RE55 PROVIDED D..Ip by G.M.d 6,51 PROVIDED GO.FT W FT. 112.62 122 22� 5.1 6,1led s3 Date:5-2D-03 415 5L91 I— HIP 22h 5.1 5.1 �1 d4 — 5. f 11w 122 22-b Si 6" luster ENd 555,42 W22 C-Z)COLUMN BASE DETAIL 2b43 25b 4b.0 5,1 A-3 SHEET NO. TYPICAL MTMM WALL c�Tlnq So ST(Ps 0 W 0/1. Tr� R-11 NALATION W/4 ML PCLY V,5, I1r LP OSb WW exr w4L OlEATHNE, N.Y$. m I AR M2UPATION PARRIER o, KORK CPPAR 6046 R�­CryP) lo p" -T w/— v ol. MASTER BATH 1r Tdb o- — cu iOH 117 'rj—rol o, FOYER KITCHEN o'. 11-ML STAIR SECTION mm '�A 7-7-m L7 BUILDING SECTION 0 0 0 Des i gned by:G.M,d i k 3-5-D3 A A T 11EE NO. TYPIC;&EXTERIOR WH1.GONSTRUGTION I/z"s.WJ5. 10 STUM®VO6. R-19 WUXION W/4 ML POLY Vy. I/%"LP.0.645 W.W.EXr.WALL OEATHM - AIR WLTRATION BARRIER HORIA CEDAR SB71Nf \ 1/+'OSD.WNBtYILW SPAIHNi \ /PCfFfi /,ASIW.i \ a4§E5 u a Mz c prP�rwrr�z�,\ g 98. ya C{If MM.S flf Am W sf m MASTE BED DOM `- PrHRF t IWNl1], N1�/M R- INS. I'1/D"TJ o 6"OG. TO➢ 0 [~I G :�.'+v Ppt V4RlAYYM ML tfJM PiR FlIN U FLL.�""" n_: _ rOP - I.- xwa,s ra xwbnr s-rvre x SriD.ro D�fn SUNKEN IPo6'RZ®ML(PlM W LCM.'Ul WNL 1W. FAMILY ROOM ro ffOff 6(C a NJM 23'-10' 1 '.wK A slv W.VL®'l OG. 9 Gdl V%WNL 5ip�IF ra 0 a tWz aev wiu.z GARAGE /'ial nx - al.0 W:us a iT3m a ai�ce rid 'd� 4'GW`I`.AFD RH9 N5. .i�Y P ®PMA.Y WS LUSH MOUNT H 'R o RI JOIST �N II yr TJ®w 04 rT mat PORCH ROOF TRU x3 SHINGLE MOULD U I LD I N G SECTION eON 0 xi2 CEDAR TRI x5 CEDAR FASCIA Ix4 RIPPED TO FIT VINYL SOFFIT 6•PCWrPs mars O O � PORCH 5L x12 CEDAR FRIEZE "DIA,PLAIN TU56AN COLUMN Scale:1/8"m1'-0" PORCH DETAIL Oeeigned by:G.Medick Dale: 3-5-03 51-ALE:5/8"=1'-O" A-4B SHEET NO. 3/4" 2x WALL STED �� EEV'rJF.A EGYCE sIOIN6 _9. rs I--t Ixe Fairze eos.®PRgJI Fy.evnrlAu cx.Y -in FIG@RCIKJi SYII{1C5� /`„ Ixb DOGtE WRM -AR (T i DETAIL WOOD KEY (TYP ) wao HEv uc swllr; .Y,N ]ilk 1-0 / r A+EL�'UfTFRS —n A E�� _ n rulr� a „< p E TE.�6ARKE PIpTR£t,I55 5'IINLi.CS SH ROR'® - - 'SpTLE'1.MK W 'WbHxb LRO55tgPp5 nd.R.a J ;O v Ix4 \� GTl'Y Wi£RE SHOAM TOP J 9 d00r 15 Fl aAl`.ED f tY� m C, --15xbi RAISCD 5x9'I RAISED - PMP.`_fA/fTFA5 PMH.SiJifERS E P IG GGL Ixb KVKfl,Ai2 MA-A'JRY VENEER Izt.YLR MASpdtY VENEER — � D I i-vc° ._--------------------___i___-_ ________ ti SHADED AREA SHOWS LIMIT OF Q__-__----'x-1 ry DECK Ap ACENT TO TRUSS a 'OND II I _ FRONT ELEVATION ' - i w 9 ----------------- --------------- W O roy —C, aMA 5DNJ wglr�a STpP '-u Ixb CEDAR GLRlEa pp f� PLA4YPIi iW AfF'--�'J t i I ' Ix IxIR LftM 2nd.PLR b VER _ TOP i NEIae) MAS'�M1laY VENFP( I De^.ignctl b¢:Metlick Date:5-15-03 I , -_-___-_______ , RIGHT ELEVATION SHEET NO. n b 9 4aFEMB g nl� 8' ev >c'o 9 9A I I w �a- I I I I RIGHT ELEVATION a„s rJ.�wal_ro oe wLr as rcP E-� I---� a -------------------- n(— cP ROCF srsTrlHa rrxr"Puss &-- ��,�snows—/ .0 b'-o s`rac FTLP ttP.Iwo. W A FIRti2.GCOAR 59N6 i�4 GEOHt WNDON WWP W.EPf WtERE H'Jh5 Ai PRLtff n 1- �y ,gym P$V a�a. �wsli=n rawaad TOP. POOR E+WIHDON t,ASN6 TYP. I+W LE9M lLR1YA COS. Psi. @ PM1LY [it Kra usury rcR�-=I- � -�L..ram AWAI.EP W6WONS TyP. a t' IKb RCPEO TO P? —nun DAY WNPRY bLPfERS la t.M1R®�H AMl' L--- L Scale: Designed by:D.MCDONNELL Date: 5-20-03 f_____________ ______ __ ______________ ____________________________ A-6 REAR ELEVATION SHEET NO. TYP.Exr.WALL ca4si MST AND BEAM UST Plot My Y o ( ID LaNiX RalMcl =, "ae._.Y FLOOR SYSTEM CEY r/h•rJ/Ro-Izon IN, 3f 3 W9�RAq�vn Jt 4J' li l/0'iJ/prv-120r5 pro( i---- F[.R„SFmIN6.Rwo� --- -- — / dj/py�ro-Izon I ff"1!L�IICC - FIRE STOPPING REQUIREMENTS: JS ,i ,i)�'iJ/pr��20°In5 NI I I I �wlu'&SCREWED) IN A. FIBERGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF W _' II)%0;TJ/Pro-j]p SI i I I zx6 R PFED Dorm T HE CA AND EXTENDS A MINIMUM OF 16"FROM THE TOP OR B B tJ o-120n p 0 A 5/Er" af(-51DE RIM .. 80Ti0M PLATE A R2' II)/e;rJ/Pro-19o15 pul 2 f 5 2yG TREATED RATE - --- B. ALL PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLASS JI01 19 11 J B'iJ�ro-I°n So! 1 2 0 INSULATION IS ALLOWED / /Pro-iOn Phl 5�/V SILL 614JER Jiz i0' IiTJ/Pro-120n pisl I} 1 13 C. FIRE STOPPING REQUIRED 10'VERTICALLY AND HORIZONTALLY JS jS >//0•TJ�Pro-120n TJI FL JOI'S7 + t6' i, TJ/Pro-tzon pcl i f ♦�A�� JI} 1}' TJ P-OSTS pbl 3 3 vIVWL 12' .O6 Il' it T�'iJ/Pro-129n p'ut J,) t2' II J/0'll$, 12015p l 2%4 TREATED FLATE J6 3V II r/R rJ/Prv-12ors p61 JI9 Sr II J B TJ 1 1 i Pq,,��OGN(,wALL /• /Pra-120,5 pis! 2 i 1 IN�.L..PER EELS. u, }/r x 9 t/z•19E u nmm,Ln. I z z Y23/4' I999FFE Yinolloo tYt I J 3 /�� /' 'J TS%4' Ywdmlu�n LN 1 2 2 EXT. WALL @ JI I T z I XI. WALL @ OF�S�( O',.9EY M LN _ M6 I� I S/,;a 11)M'1.9C 'rmrW«n Lit 2 2--- — M> 5 13,e 1 YY/�0 i.ff 4i«dbm LW I 2 MB ) 1�,'x H I/2"1.9E Mctllan LL 0 0 D A2 ACC'ESSOMES UST __..... _......_�....., II I.Ti' RN Do Ries) Wl A2 I.Fi' D Lm_pN Prodv[L y I.F.' PN 15' 11)/0'iJA+ro-12DO piel f i a F FW WALL LEPC E THIS AREA-RE:A-I LY Pa I6' n r/e•rJ/P tors ras( I I I Ra IP 11)/0'iJ/Pf0-120n iJ/Pra-izOn pe( 1 21 1 PRONDE HANGERS&BASEMENT W,NDOWS P[} + n /H TJ/R°-12015 ps1 i 2 Pm , 11 TJNy120n 1 3 i J rn E $ SHADED AREA DENOTES AREA SUNKEN 7 I/4° + L'6' - 16 I 1 ii///,x 1)/v 1 y{.rbr5lrmq Lq f0 f 10 V 2 4 RIM/NAILER I -I 4'vll J/0'N,L.RIM ami, I'2 i/46 II J)"/�B'IJPro-t10°tnS�vrkn'g Pmtl� I i I_I I I @OPT GARDEN LEVEL A2 ¢x J/1",TJ Plo-i2pn 9 52 G2 IE1EL NOTES Fga No-n PmL W ���'•V�A, �.•A^ Sov,4 v� 1—Nm, F t R •- P.,Date:9/S0/1999 14:M SYM80. DR*Dote 9/30/1999 1J}0 Roenq Rtic S/I6's I' J Ti.k+sl rWe O /�•� Z E`s 0 i 1 T i z' 3 II Jd Slvlux M R<[lm9ai«%odo<I T,ps Tz-e Ll Z Fw}ndpvinn FnmmlmWoll "SO er-I am Rar D tl P g Q Bem 4/30 1999 11.y x Cdumn(CBO) ry�ry y,y 'g F dd� I I I I I b NOrE:�LM donga Imm ns[otm more r-•I a H N. ipe !Ti potlde avalmNu fvr Paler ietl G-I 4�'1 torNin UpPa larely must Wore eMia 1, Nmga synbd s be la _ n} mrEu Pw�AmIWGs P[ P«mId ac.�ne T>pe 2 -I T B�Ivbl9ly b(and ogef tee NevDM. Wtavtlroyls % Ml q type US' Waal uR It Me Imo palm Lre reoclm 12 D»Owdblgwd Eb (El�nsu'm�E9ImgU Im pvnW WAIL Adst M (263) y Cllleml hmn IAa Da 't•t . .... M2 S I �, i.a I I I I I ® Wm^n9'Slobd ly vlL� ba requrea L/190vlire Lgo4Ptt1re` 65n RN,Type eP°cng) 2x 6 d: Nud IY'vaihvmmp LmUsrvge)Iv L/1,0 Told Lmd T•tl a Drewnl uMIH die(o pp lire reaclivn. Asav9a iJ-%o flvlb9 la floc.51 0 Pont Lavd 0 ., Y W � I I I O I I �I I ( I I ( -fhF[b Jdal Mev(2�4) q5. tlucd k NviW Oetln9ly Avmmed — We ® WditY°e SaNmm�lllp(mAaage)lom Died APO-GN.cl a Ava M I I I I I Prerent uRIH ae(o n lire realivn. Dom�9:}/+�O.W o IN CmWt tmd IYYe n -----iii CbpcL Jvisl Na(lebs) N-4 0a SD.,a i6" O (see Buidai(tide) AJ I I ® W 'Y9:"'IY, mmcma9e ice De.I wa/& WAN:0"• — 8-,WNIh Ubd ILD UP FLOOR"1 i/4°THIS AREA I.TS' nll 1II1 9[nll rmhnmM'�°11)) Stawaa ft..qm2' ++ Jdsi Lo t 9 6[I ObRclwJw3lANP,1E)9)"°reatliat 1ov ym Y,Y n 5tmd(md GWilff DYI' Leal W«nng REMITS,UTE M°5 C I © I V 5 WPRNW�m!regivw tlio.eE and a1sM N�1)Indiimia nm-eloded hmgm Q Wdl Nevtle/Demng Nfdlh WanY�g TJ k"6.03(pST)A 06.013 Dli.°3 56.w PL03 (D ufi(u,) Sm, I I I �� I I I I I ( I I Nnlmv corm om«.im © M2(n I I I I I o MI(252) SIR J0,• I i I o D(252) I I I I I I 5 M3(213) 15'�pp0lrcmbv°wm91In9NNe< yd equ oAoleWl6wrrnr99 I.T5.5' Rvducls nol IisIN, t'F'• I FIST Fl_OOR FRAMING PLAN D.WMW by D.M.DONNE,L Bdls 3/13/03 v� A-7 SHEET NO. 2l12' 2-2xb's 0 BAY WINDOWS k 2x12 RAFTER5 N 24"O.L. _ J015T AND BEAM L15T A2 L5" 1.5" 2 2-2xI ' /4 + 25 Plo t of FIT + �2-2x12'sO ID On th Product wit D Net •:::HI:SHIYaH1 HI...NL. _ _�_ 119 Plies JI 35' II 7/&"TJI/Pro I20T5 joist 10 10 Jq 22' II T/b"TJI Prro 170T5 join 14 I 14 • A'GI IE D p'I JIO 22' II lib"TJIIPr.120T5 Joist 2 2 4 Jib I0, TJI/Pro 12OT51,51, l l FLO J I'T l I T F IS J b' b"TJI Pro 12OT5 joist 9 q IO�E IR�MftI�IIN(�gEb$N$ I ( b (�I I Jl IS' /b"TJI/Pro 120T5 Joist bb b$ S tb J6 14' II l/8 TJI/Pra 12OT5 yoKt I FLO R J I T h I 'a I� 1r J3 3' b"TJIR ro 12OT5 Dist J4 12' II l/6"TJI/Pro 120T5 Joist 4 1 4 'I I I JS 11 II l/b"TJI/Pr0 120T5)Oisb 2 2 ;, JI4 q' II l/b"TJI/Pro 12OT9 Joist 1 1 JI J JIB g' II U6"TJI/Pro 120T5 oi5t 3 3 J1I52I 5' l/8 JI TJ2 11b" /PPrroo 12200TT55 Jo Joisst 2 2I111/8 1TJo105oJ6 42' 117!b /Pro 2OT5 joist 2 1 2 HI HI A 15 � He 1M5 12' 13/4 x II 1/b"LIP E5 Microllam LVL I 1 2 MS 12 3/4"x II 1/b"LIE ES Microllam LVL 2 2 I/8 Jl HI HI HI IS"a I JI - - JI I a M3 12' 1112"x II 1/b"1.3E Timber5trond L5L I I �r. M2 8' I/2°x II 1/b"13E Timber5trand L5L I Mb 4 M4 5' 1 1/2"x II 1/11 L3E Timbef5trond L5L Mb 21' 3/4"x I6"IAE E5 MicroOam LVL 2 2 a - MI 10, 1 3/4"x 11 l/b"LqE E5 Microllom LVL I 3 3 s E B42 m I I I I I I Mfi l' 13/4"x II l/B"L9E E5 Microllam LVL I +' GENERAL NOTES SYSTEM waRNINSs E 1.MICRO-LAM BEAMS AND TJrs TO BE I WARNING!-A skewed end bearingq exists E R INSTALNTI PER TRUSS JOIST CURPORAJ E far joists and requires skewed eLid cuts. GT-I o a RESIODEENT AL PRODUCTS REFERENCE GUIDE €�a UNDERFRAME TO q'-1 i/b"A.F.F, I I cO cO I� �' 2.ALL 2X HEADERS AT BEARING WALLS ATER THAN 5A? SHALL BE(SUPPO)RTED 6Y(2 2'N/(2)2x6 LEVEL NOTES a =s STUDS AT EACH END U.N.O., 3.HOLD FRAMING MEMBERS 6'CLEAR File Name:SAVANNAH.JOB f-, oof F, RIMING E OF WASTE p"AINS AT TUUgg O TOILET AND SPHOWEft.DIMENSIONS INDICA7Eb Level Name:Second Floor ,� .--//"'•��+ i$R"i` 2/Il' ARE FROM CENTER LINE DF DRAIN Plat Date:1/I(,/ql 11:0b �" "I:✓ =a .N w 4.ALL FRAMING MATERIAL SHALL BE �- p2 SPRUCE-PINE-FIR OR BETTER Design Date:1/101 10:55 R E 21 Io 5.FIRST&SECOND FLOOR DECKING SHALL BE Drawing Scale:I/b" = I' 114 M. 55N L.'O PL. 3/4'O.S.B.WAFERWOOD-GLUED&SCREWED Job Status: O 9 2-2x6's U p 6.pLpaggKING UNDER PARALLEL Foundo lon.....Foundation o _¢ A2 ^' FfAR71TI0N WALLS ABONE First Flaar.._Ghecked I/13'-14" ' A2 (2)11-115"M.L. 32`O.C.0 NON-BEARING WALLS, Secand Floor...Plotted 15 16"O.C.0 BEARING WALLS.L5" HEADERS IAA/ql 10:55 E 2x12 RAFT'S®24'06.- —f CANTILEVER TJI'S 2-2X6'S 2/IO' 9, PROt4DE SOLID BLDCKING TO UNDER" ®OPT.BAY WINDOW I/14'®gAY WINDOWS UNDER PLANT SHELF IA4' OF FLOOR SHEATHING FOR TRANSFER NOTE:Level de5lgqn times indicated above OF POINT LOADS. provide a55uranGa for proper level 2-II lib"M.L.DR.B[1. I� 2-2x12's f1 ptackinCq7 Upppper levels must have earlier ..6 t-4 10.ALL EXT.NON-BRNG.HDRS.SHALL BE 2-2x6 U.N.D. design YimeS. N ®BAY Floor Area Loading Is: I_ 2/b' 2/Ib' 20 psf`Live Load Q)? 6'GJ's®24"O.G. p 2L -2x6's 2x6'RAFT'S®24'O G. Additional Operator Input Toads have SYMBOL LEGEND REQUIRED BEARING LENGTHS been added �A qq Maximum Joist Deflection: 2-2xh's J Tit ReCtanBt Type Warn!n a Label BLeni tfi L/240 Total Load ' M Rectangular ProcLct Type —�----� Glued 6 Nailed Decking is Assumed , ® Bearing Wo11 OI MI(30) 5.54, Normal O.G.5pocing=16'. = Beam O MI(30) 1b1' Default Wall/Beam Width:35"r Hd Header Hdl 3" Default Header Bearing Length:1.5"' X LOLATH(CBO) Standard Rim:Rml• � _ Headers not listed re wire Han er Nate,: -- N Harvger Type I.5" of bearing lerlg[h. (gI)indicates non-stocked hanger HANGER LIST - Simpson Strong-Tie Hangers LI Hanger Symbol (2)Web-Stiffeners Required 5upport widths provide TJ-X ert 5.1 (a5g2) Plot Member Pc Parallel rloeure Type °.:.a'.="�Ti qq for P ID Qty Product label Top Nails Face Nails Nails Notes �,i^ rCed. "Unless noted otherwise ----- Ed Extra Blacking w _ HI 30 U210 10-NIO 6-NIO (U(21 (Lineal boarI rgth for panels H2 10 LS`JJ2bxL45 q-NIO 5-NIO (U(2l different from the O.G.spacing)H3 1_5AQbxR45 9-NIO 5-NIO O(2) Rm Rim Type TOPPmc REouIREMENrs: H4 I Not FoundPoint Load I FRGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF AGGE55ORIE5 L15T O Line Load 4 BOITOMVIPLATED EXTENDS A MINIMUM OF 16-FROM THE TOP OR Scda Plot Unit a Of Net Area Lad ,'ALL PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLASS ID LeL ngtrl Product plies f INSULATION IS ALLOWED )";md ey. D.MRDONNEL. Detail LGIIOU[LatJel C 1 IRE STOPPING REQUIRED 10'VERTICALLY AND HORIZONTALLY NMI 8 5/b" I/2°x 2 5/I6"Web StifFeners 41 2 62 O (see TJ-,pert Fram!ng Information form De. 5/5/03 PO 35' II 1/8 TJI/155P ja st a6200 Ondfor B,Uders Guide) Pcl 22' 11l/b"TJI/154Pjast 1 1 F3earin Width Label Pc2 13, II l/b TJI/L55P lol5t I I — 9 Rm2 5' M`x 11 Ub"13E Timber5trand L5L Rim I k-i'- Joist Layau[5ymbol ' Eb l 1/Ib" II Ilb'TJI/155P Blacking Panel I A'8 Runt 4'A F l/b"TJI/ItY, Rim I 1 I O Wall Header/Bearing Width Warning 5'TI 4'x 8' Floor Sheathing 4q I 4q —�-----��---- SHEET NO. 2X4 DIAGONAL BRACING --------- NAILED TO TOP SIDE OF BOTTOM CHORD W MIN. 2-12,1 MAILS(TrP)®EA.END OF BLDG.Up Up Up UP 3 SHAD AREA ENOTES 5 0'0 TRUSS SPAN 14 3 BRACING TO BE AT 2.6 RAF CJ�5 0 24'O.C.TRUSS SPAN UP 45' DEGREE ANGLE TRU55 SPAN UP TO 60- 4 1 T 1-9 l 2X4 LATERAL BRACING NAILED TO TOP SIDE OF m E—E TO YU, BOTTOM CHORD Vil MIN, 2-12d NAILS(TrP) 15' ............ A ANDEAV 20'INTERVALS REP T AT 130TH ENCE DIAGONALS FROM BRACED Y5, NEB MEMBER PLANE NT5 11 I I I R. -B.S. ROOF 5HEATHINC, -5m COMPRESSION WEB SLOPING OR VERTICAL CONTINJOUS LATERA CIN H p S '4�Zr E 5 MFI, W-4 flil 11 z I If 11 0 If ------------I T�. 2X4 BRACING NAILED TO OPPOSITE BRACINGTI NO SIDES OF INES(ORTHOOONALLY). 2X6 RA`r�&646 @ 24"O,�, )NS,TALL AT BOTH ENDS AND AT 0 MAX, INTERVALS ALONG SAME 2 LINES AS BOTTOM CHORD LATERALS (OR NEAREST VERTICAL MEMBER). UTILIZE MIN.2-12,1 NAILS EACH BRACING TO BE AT TRU55. 45 DEGREE ANGLE 7RU55 SECTION(TYF-) NT,5 ROOF FRAMING PLAN Z5 @ 2A"04 II II II BOTTOM CHORD BRACING GENERAL NOTE5ALL DETAILS) I.PROVIDE TEMPORARY AND PERMANENT "al BRAC N6 AS REQUIRED BY TPI HB-qj 2,LAP ALL LATERAL BRACES MIN,2- If 0-9.1d by:D.MIDONNELL 3 PROVIDE ADDIII TION TRUALL SSC Dole: 3/13/03 RECOMMENDED BZ55Mp SHOWN ON CERTUS6ORArNa5 Two ROOF PLAN T -9 SHEET NO. DESIGN NOTES: HILAND / WAVERLY I. LOADS USED FOR DE51GN PURPOSES ARE: A. GROUND SNICHI WAD OF 70 P5F FIREPLACE SIZES B. WINE)WAD Of NO MPH NO MORE THAN 4-BETYUN BALUSTERS OR HORIZONTAL 4° 4° 2' IF-ASOHOQ I R.O.WIDTH R.O.HEICHT ,;T I R.O.R.O,WIDTH I R.O.HENS Z FLOOR AREA LOADING USED 15�PSF/LIVE AND 12 MF DEAD LOAD AS _10A,le RAILS.(4'SPHERE UNABLE 35" 1 36., 1 5,--5 LISTED ON FRAMING PLANS TO PA% WROUSH OPENING) 4� 41" 3. NEW YORK STATE ENERGY CODE:BUILDING HAS BEEN DE510ED AND 14'TYP. zlb', ENTERED IN THE RES-ONECK SOFTWARE PROGRAM. A PASSING 5T-TMl- 7d 3-v f COMPLIANCE FORM AND N5PECTORS CHECKLIST FORM HAS BEEN SUBMITTED WITH THE PERMIT APPLICATION, S U M M E R H I L L 21' :22m GENERAL NOTES: IN.IL RAILS 14-- %TWO NO t t LAVATORIES I. REFER TO FOUNDATION PLAN FOR SOIL,FOUNDATION,DAMNOOPING, FIREPLACE SIZES DRAINAGE,i GRADING NOTES FIIN.CLEARANCE R.O.WIDTH 2. SAFETY GLAZING RED AT (11 SPHERE UNABLE TO INS AND TUE3 5L_550 Al A MOSED AREA I4`eV`lM5QT`FA5N'E GREATER THAN 9 SF NOTES: PA55 THROUGH OPENING . 53, B BOTTOM EDGE LESS THAN 15 INCHES ABOVE THE FLOOR REQUIRED WARDS CANNOT CON54ST OF HORIZONTAL 5L-15OTR 4W,— 42 11/4" A36HO 41" 1 41 112" TOP EDGE GREATER THAN M C. ONE OR MORE WALKING SURFACES WITHIN W HORIZONTALLY OF 5L-q5O7R 4'.. 42 11411 A42FIC, 44�­T 41 112"THE GLAZING RAILS OR ANY ORNAMENTAL PATTERN THAT -ABOVE THE FLOOR CREATES LADDER EFFECT E. GLAZING ADJOINING STAIRS WITHIN W OF BOTTOM TREAD SEE-THRV-TRC 41-� 41 lll�D. I,< -�24°CLEARANCE IN FRONT OF SHOWER OPENING PIER-TRC 23 1/4"/45 1/4" 51., 3. ALL EMERGENCY ESCAPE WINDOWS AND BEDROOM WINDOWS MUST HANDRAII-5 TO BE WNTINI)CX5 FOR POLL MEET THE FOLLOWING DIMENSIONS: LENGTH OF STAIRS TERMINATING,AT WALL CLEAR OPENING NG Of 5.7 SF ABOVE OR BELOW GRADE OR HEAELL POST.HAND GRIP PORTION To 50,00,MIN. 5.0 5F AT GRADE BE1_1/4,M NJ2'MAX.IN/SMOOTH SURFACE SHOWER UNIT MINIMLM HEIGHT Of 24' NO SHARP INES -MINIMUM WIDTH OF20' -LlG1J�+ NOES OVERFRAMING TABLE SEE ROOM WART ON PLANS FOR REWIRED 4 ACTUAL EGRESS RAIL DE?AIL AND NOTES RF_f`I Fenn4. PROVIDE 5.'TYPE'Y'ONE,ON BOTH SIDES OF COMMON WALLS GI, ATTACHED GARAGE AND REMAINING GARAGE WALLS AND CEILING WITH NO PENETRATIONS HORIZF SPAN SIZE151-Ar-IN6 WORM SPAN SIZE/SPACING 5. PROVIDE A W-X 22-X SO.(N�NATT C ACCESS IN A HALLWAY OR A READILY UP TO llp�4klST To T SIC 2x&0 16"O.G.Or- UP TO T�vi 2.6 a 24'O.G. ACCESSIBLE AREA,NOT A DARD CLOSET. SEE PLAN FOR LOCATION NAIL qV-4"-fl�lo" 2xb a F-O.G. T-W-W-b" 2,5 a 24�O.G.BOTTOM CHORD.MIN, -—ixIO a—7 0 C 2.10.24"O.G. 6. PROVIDEA LANDING ON EACH SIDE OF AN�SUM DGOR. MINIMUM 2-12d NAILS 0 UP END OF BLDG. HP-10"-14'-(,"T, AN P I,TRUSS SPAN Up TO 32 WIDTH AND LENGTH TO BE SV. SEE DETAIL THIS SHEEP BRACING,TO BE AT -W IxI2&16"O.G. 111-1011-131-5-� 2x(2 0 24"O.G. E IV 45 DEGREE ANGLE TRUSS SPAR UP To W 7. STAIRWAY REWIREMENTS, A. OPEN RISERS NOT ALLOWED FOR STAIRS OVER W'IN HEIGHT B. ALL STAIRWAYS MINIMUM 36-IN WIDTH C. WINDERS MINIMUM DEPTH Of L'D. MINIMUM FOR ALL STAIRS E. SEE PLANS 4S4TIOF00FAlLS K B. HANDRAIL REQUIREMENTS: 2X4 LATERAL BRACING A. REQUIRED ON ALL STAIRS OF TWO OR MORE RISERS 15 NAILED TO TOP SIDE Of B REWIRED ON BOTH SIDES IF OPEN STRINGER C MUST BE BETWEEN 54 AND M'IN HEIGHT BOTTOM CHORD W MIN. D. MUST TERMINATE AT WALLS OR NEWEL POST 2-12d NAILS(TIP.) E MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP E SEE PLANS 4 SECTION FOR DETAILS q. GUARDRAILS REQUIREMENTS: <15, A. REQUIRED ON STAIRS,LANDINGS,PORCHES,DECKS OR RAISED FLOOR SURFACES MORE THAN W ABOVE OR 8ELCFJ GRACE B. MINIMUM HEIGHT FOR STAIRS N' — C. 0 MORE THAN A'BETWEEN BALUSTERS M HORIZOWAL RAILS DIAGONALS FROM BRAISED BATS AT BOTH ENDS AND INTERVALS D. NO MORE THAN 5'ON STAIR WERE RISER,TREAD,AND BOTTOM TRUSS NOTES R,ML MEET E REWIRED ON BASEMENT STAIRS L PROVIDE TEMPORARY AND PERMANENT 10. SMOKE DETECTOR REQUIREMENTS! BRACING AS REQUIRED BY TPI HJB-qJ US E I A. MUST B HARDWIRED AND BATTERY BACKUP 2.LAP ALL LATERAL BRACES MIN.2- a)0 B I N EVERY LEVEL C. I IN EVERY BEDROOM 3.PROVIDE IN ADDITION ALL BRACING D. I WITHIN Ky OF EVERY BEDROOM DOOR IN A HALLWAY RECOMMENDED BY TRU55 MFG.AS VBLETM PLATE M BL GQA 11. FIR STOPPING REQUIREMENTS: SHOWN ON CERT.TRUSS DRAWINGS. A. FIBERGLASS INSULATION My BE U55D IF IT FILLS THE WIDTH OF THE CAVITY AN EXTENC5 A MINIMUM Of 16,FROM THE TOP OR BOTTOM PLATE IS ALL PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLASS INSULATION 15 ALLOWED READERS PER FRAMING PLAN C. FIRE STOPPING REWIRED I0 VERTICALLY AND HORIZON'TALLT 12, NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WAL1,5: 0 A. LOAD BEARING WALLS CUT MORE THAN 50 Z MUST BE SECURED BY SPACERS WINDOW ROUGH OPENINGS CJ A METAL TIE 054 THICK BY I I'WIDE WITH(8)6D NAILS FACH B. SIDE EYCEPT FOR' WALLS COVERED WITH SHEETING FRAMING NOTES GREATER THAN 1 7'HOLES REQUIRES DOUBLE STUDS L. NO HOLE WITHIN 5/W OF EDGE OF STUD I.MICRO-LAM(N.L,)BEATS AND TJI',TO BE D. NOTCHES NO MORE THAN 55 %OF STUD DEPTH INSTALLED PER TRUSS MST CORPORATION 13, PLUMBING TESTING:ALL ORAIN5,VENT5,AND SUPPLY PIPING MUST BE RESIDENTIAL PRODUCTS REFERENCE GUIDE KING STUDS TESTED To THE FOLLOWING CRITERIA: 2,HOLD FRAMING MEMBERS 0 CLEAR WATER HEAD TEST 10'ABOVE HIGHEST CONNECTION OF El ER 5 AT - R*DIM 5 5 PSI FOR P SIDE Of HAN'PAIN TUB 15 MINUTES TOILET D SHONE ENSION INDICATEb WALL STUDS,0 W O.C. ARE FROM CENTER LINE OF DRAIN ON NON-LVLS ONLY 14, HEATING AND VENTILATION DUCTS MUST BE SECURED AND SEALED IN 3.ALL N FAM AT ACK STUDS ACCORDANCE WITH NT5 ENERGY CODE 5 ON-WL F ING MATERIAL SHALL 51 SPRUCE-PINE-FIR ON BETTER 15. COMMOTION AIR REGLUREMEN :IF THERE 15 NO C01BUSTION AIR 4.FIRST t SECOND FLOOR DECKING SHALL BE SUPPLIED TO GAS APPLIANC INSTALLER MUST CER IFY BASEMENT OR V4.HAFER1,10OD-GLUED AND SCREWED E60 COMBUSTION AIR PER CODE AT FINAL 5 BLOCKING UNDER PARALLEL R00(l HAS PROPER AMOUNT 0 LLEL PARTITION WALLS ABOVE INSPECTION 562,�O.C.0 NON-BEARING WALLS, O.C. 0 BEARING WALLS, Scale:N/A 16, STREET ADDRESS MUST BE POSTED ON WILDING AND/OR V15IME FROM ALL MST$FRAMING TO BEAMS SHALL BE THE STREET. IF LONG DRIVEWAY ADDRESS MUST BE POSTED ON SUPPORTED By 5IMMON'H21 Designed by:G.M-,k ,S Q%LNETAL X15T HANGERS MAILBOX OR POST AT THE ENTRANCE TO THE DRIVEWAY ON THE SAME INGLE 15TS--U210-2 .MISTS(UA.0) SOLE PLATE SIDE OF THE ROAD 7, EZ� INDICATED BEARING PARTITIONS ABOVE OR BELOW 2/,1/03 17. THE FIREPLACE AND FLUE/CHIMNEYTO BE USED SHALL BE A FACTORY-BUILT PRWIDE SOLID BLOCKING AS REWIRED FIREPLACE/FACTORY BUILT CHIMNEY.IT SHALL BE INSTALLED AND TERMINATED 5. IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.T OF PROVIDE SOLID BLOCKING TO UNDERSIDE FLOOR SHEATHING FOR TRANSFER THE FIREPLACE SHALL BE TESTED IN ACCORDANCE WITH UL-127. Of MINT'OAD`q. lJDENOTES PLUMBING DRAINS-MAINTAIN 12' CRIPPLES CLEARANCE TO FRAMING MEMBERS N-1 SHEET NO. WINDOW SCHEDULE Par.P'afi-Series Windows I I WINDOW SCHEDULE Pella Proline Series Windows 7ro-me 7g-r-ess-Mo- Daylighl- n '�.KFEJV n ,Key Type Size Rough opening area/sf WxH(In.j /sc.ft. AreaS.F. Key Toe I size Rough opening 7r-ome gress Cs 0 Doylig 1 vent -2 (,'-10 5/4'.5-5 5/4' 31. arealsf_W x /sq.N. area/sf 2��Area/S.F, A PH 4165 5 31-1/6.2q-f/4 11 -'q.4 �34 5A C) PH 2116!5-E, 1'-5 5/4"x5'5 5/4" 40b1 11b CASED OPENINGS E3 PH 33,55-3 5'-5 5/4".5'-5 3/4" 4566 2q-11bx2q-114 &A 54.2 34 ie'03 - Z5 -2q 1/4 5.5 211.4 .54 15,11 r PH 51,65- 5-b 3/4'X5'-5 5/4 CV C5 2555 21�1 5/41lx4-5 3/4�' q.2 "'. 4h 6.7 .34 1.2 t4x4V 1/5 �9-Wbx2q-1/4 6.1 22.5 12.2 CN FX 7 75-A DOOR SCHEDULE 6, 555q 27'11 5/4"gp MIA 11.5 .54 N/A D PH 5365 2'-q 5/4"x5-5 3/4" 15.4 2q-­1/&x2q-I/4 !!A _0 E'/4 x _N - E FX 59615 - NJ =X CIE, 2q47-2 Tb q 5.q j4do 1.5 IN frame I _4'-11 5/4".5- 213 ­ n/2_22F5 .34 ru/. 6Y C-5 2565 -1 3/411X54�3/ 11.2- $A el.3 Open',F FX 4125 1-11 1/4x2 e,.5 2' 4� FX 5iii N/- -7771 5.6 cz r-5 2%5 2--5 314"WL5-5/4 13-1 77-5 10 .34 10.6 sc.ft. -5-4-74- =A -F-X 2511 NOTES ROUGH OPENIN X, 3'/�4 'i I A,. 21-1 314" 2' KO DOOR SIZE a/. DB rx 12.6 N/A N/A 05 N/A IA 5065 NEW, H 5/1, T4 77. 33 1� 2mq N/A MIA 15 WA I Eoba I x I CARBONIFTE FIBER6LA55 -3'- -) FX -�5-53 7-11 3/4.4-5 5/4- 73-5 n/a - lobil 3/4x" 5�/4" 2 31W.6'-10/2' 21 .35 K PH 716-5 77 3/4-X55 5/4 a - PC FX 51 �/4 X4-9 3/46' 23.3 N/A (ARBONITE Fl5E%LA55 -4'- 514'x 6�10 112- 2u] .33 N/A WE.'q 34 1 N/A E/4",6-10 112' A 120 "'A "0 N/A 4 N/_ u1A 11-i/2x2q-1/5 55 PH 2551 11 An JU- 3065 N2 5DLT5 P113E LA55 5-51 L IM 3165-2 2-f 5/4"x4'-q 5/4�' q. 2 _I CARBONIFTE a -7- 74 1 55-1/bx2q-1/4 5A 26 .54 15.8 OF FX N/A 2066 (5 PANEL NITE 2'-2-x V-10 1/2� 21-11 3/4".!5'�5 3/4" N N/A 34 FX 3325-2 W4"xZ-1 3/4" ijoq n1. OF Fx '1211 ----f-N-/-A 2466 x x b'-IO 112' N PH �9:59 3/4"�2'-Il W4" 604 21-115X14-114 -72--4 �57' -21�512q4q 5'-)[5/4".4'-2 114" 54 N/A �L_ 241 N/A 4 266D 2'-8* P PH 14165 F3'-5 3/4"x5'-5 3/4" lqvi 51-711&x2q-114 -0 141 1.34 1 7.1 -P& FX 5111-2 b'-2 5/4"xl'-5 3/4'� WA�4= i!77� 5 5068 a FX 135m-� 2-f2 3/4"xl'-5 5/4" 23A DJ CT 3-flq 5'-1 3/4"AP-1 1/4" x EI-FOLD a/. n/0 62 Lg� n/a 724 N N/A �2 N/A 7- x 1- 4'-1' 6-10 112-� R FX 14111 1-11�/�xl'-5 5/4" 5q Dmft -1�/4 x2'-O 1/4" /A N/A 4.3 1 A n/. 3.2 N/A 7-70-63 ------ 34 n/. OIL Ort 5541 2-q�5/4",,5'-5 3/4" 4 2q /' 306 ,_' ,, FRENCH 5LIDER (1�1 PH 157165 Es-1 L/4>,5��, 33-1/6x2q-1/4 77-130 034 6.q .54 5.61 al- -1 x b-10 112' - - 40 35 3_ /4- 42 7_ DM -2 10 5/4"`4�11 /4' 43 151-11b,,,26-114 17_F_ PH 415q CT I GM6532 51 ��2 2-` &.q 2664 15'a T 4 1/4 T4 3 /d .34 V. PH PH 2q47-2 V-10 q 7 6-7 x EH-PASS -1.x 6'10 11-10 2' J EYE 13547 5/4'*x-4-3�1/4 T2_7 a/. Na 10.1 34 n/. OF, PH 5.6 ab .54 ld:2 21 v FX 1 414-1 Zs'-II 5 /0 --��4- 2q53-2 4'-5 3/4".470 3/4' -51-q 26,-1/8.2-1/4 bi-POLD 2-b' /4"x5'-II 314" i5mb 7 00 CT GFj5b2q 5- 4.2 15d(, .34 8A OVERHEAD lb'-2' IN FX 4125 2jI NIA 77-A - N/A z5p�5 3/4'x2'-I 5/4" 1.5 n/. n/o 4.-F 5 (,.It 3qoo x FX 3325 -1 3/4 P'x2'-1 5/4" 0 .34 n/. DR PH 71-655 qL2 034 N/A 12 2066 x I'-0 112" -7- 74 bp 1 7-DH 2965 -7/- F5 17H- 415z�-2 (,'-Io 5 31-1/6>,23-1/4 6,1 25+4 74 22 -3Obb 6. 71 7947 .5 34 20.7 15 216(,t� 7_ 2'-5 3/4".5'-5 5/4" EI.A 25-Ilb.214-114 5.3 q.8 N/A x 0 112' FX 2525 .34 5.3 =T 7X- 415q 51-111 -54- N/A 75-768 1 -d'x bp-10 112� 75 2'-L5/4"x2'-I 3/4�' 4,& r/. 1/. 265 _74- a/. =U FX 5H-58,11 4'-1 _a1A N/A 15.2 N/A f-5 3/4"x4'-5 3/41, -5 51-1/&x23-1/4 61 -TM3555 2--il 13 N/A Lb 2-206b x V-10 1/2" PH 4155 15.6 HVI 34 (13 -r7\/-77-71M-355 13+ UH 4, 13.0 TC 3355-2 2q 4,5 18�2 34 q 6 ON PH ?-255 5 NIA N/A N/A 11 54 35 k 3/317 TE, 0, 1. 33-1/5,,23-1/4 55 21.1 .54 72-5 AD PH 5559-2 2q-1/5.26-1/4 5,5 20.4 o34 (,T PH57Fq 6'-4 q LITE-CARDONITE lq -23 AE FX CM2q65 -13E, n7O, Iq AF PH 4ie,579- - n/a T2 3'4-7/-.- TX-PH 5-753 N/ IBAO FULL.-I 5605 .54 N/A 31-11bx2q­-114 1,1 74-1 -�74-7_7 6P-qO MIN.FIRE ��o 37`4 3/4' A6 CT PH6633 7-b�5/4-x2--q 514- 6, n/, 74 DH5!iq OVER x FRENOM 1- .24 -7/� UIDER 77 21 506b -0 'AH PH 1 2565 2-1�W4 XX5 5 51/4 71-+el 21-1/bx29-1/4 7-4 -e7.-2 774- 4.4 _Z7- 'Ir4i� 0 10 112 _I 2q4I -6 -Z7- 4065 X 51-FOLD 4�-' l A'1/2 2'-5 z1/4"x5'-5 314" 24-I1I(­5b-j1E, 6+2 6.0 77 23 2868 PANEL 1 7-10-�6--0112' Aj r 6 All 34 6.4 77 q .34 rur. 72'�-6-1,1112- FX 2535 n/. Z.L- - 24 6,15 OF AL EYE 6053 =77- 2101 .34 n/a bobb SWING x 6-b-5/81 40 35 45 2 4 4 4 25dl n/. I _:z_ ,r 26 2&ff� POCKET AM FX 3155 3/4'x4p-5 5/4" 141 n/a q. .34 "As AN EYE 5625 -b 514"x2'-q E/4' a/. 1 34 n/. ZZ-:7-- qO10 x 1 2 i�i-- -- AQ FX 34 5A - 3 -- -- 5115q 4'-Il 5/4p'x4d�il 3/4kr 4.b I =7 7- 2q FObb x4* POCKET 6"'EA' 5P 15.b n/. Ti.5 -- AP PH 355q 77 T7-4 1: -H 5/4' -14 7q-115.26-114 . 0.2 30615 T-7-4-7- 2� PH 25511 2-*-I 3/4".4p�fl 5/41* 10.1 n/- L!1. q.6 4 n/a 7 6 PANEL MA',ONITE AR -- i-- - 21-1/5.26-1/4 4 -13 34 14 x OVERHEAD 6--b 51b" A5 CE, 2541-2 4'-2 3/4 tW4 41 20-0116-1/13 7 7-4 OVERHEAD -2 I] I d34 j/ T5+b /. N� 2 2268 AT FX 4741 tsp-ll Ei/4".5'-5 -/-110A .34 Ohn 2-4- 331 2'-q 5/4'xl'-5 F 47- E,1 33 12ell/F(JR1214 14 AV FX n7. n/a �l n/a @ AV FX I 5359 2293 n/. 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CA CS I 2q41 5/4d, 79-20-1/8.42-1/b 57-70- 4 4 7.5 2553 3/4'ox2'-f 3/4' q.2 :2�-I/bx23-1/4 �5 34 GE, PH 75 54 3.5 cc PH 3153 4P-5 514"x3'-1 514'p 1004 34 5+5 CD CiR Fs-mq 5'-1 PH N/A 2vO .54 N/A -(7E 334-1-2 5-(, 1.1 11-1/11�211-i/4 1568 .34 8.4 6F FX 11(1/4)(,5 2q N/A N/A 2q�2 .34 M T6 NIA FX 1211 - 156 N/A NIA q.3 N/A Scale: H CT qbi`712 el-0 N/A 1A 34 N/A j PH 25,111 2-1 21-115x52-114 q D,,,ig.b,J by:G..bdirk ad-3 40 CK PH 5571-3 4 CIL PH 2q-11-3 1p 6.7 �11.b 34 20011 1 2/04/03 .1 56 324 E4 4 9 9 6 114 GM GP EIR 1--M21IF 2'-5 2.5 N/A 7- 5 bp- 3/4' 5,2 34 N/A - 3314'5 34 N/A 4d-5 314'>,2'-b 314 115 F 5323 '-�3/''-��/4§V Ij 3140 -F 1-5 3/4 x 54 N/A co x 2q4-; 57 71-4RF`11 1 10 34 N/A P CR (,I b-m� I 3/4.2-0 lIbo' 11592 12.2 34 N/A WD-1 C5 FX 2q1-1 I xI-5 5/4 13A I N/A FAA Lb 34 MIA E-T G, 5q3o 195._ 1 N/A N/A 6r1 34 NIA SHEET NO, MAP REFERENCE: MASTER'S COMMON NORTH DATED: AUGUST 26, t987 BY: VAN DUSEN & STEVES FILED: MARCH 10, 1988 DRAWER 17 FOLDER 1 LOT 35 S83°3 '1 27'E LU 188.93' C z z LOT 22 LOT 36 31,576.64 sq ft >- 3 O W 0.72 acres �O U-n c 04 CIO o 96.8 N0Or��1 .N I to ?- v` CIO 3 41.5' Z �1 r� Vl ASPHALT RECEIVED L=O.57' R=25.00 DEC 0 9 711m N °13'31'W TOWN OF QUEENSBURY N870251, 5RW 149.05' BUILDING AND CODE 43.00' I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS GERTMATION SMALL RUN ONLY TO THE PERSONS HAVILAND ROAD-F FOR WMOrt THE SURVEY was PREPARED. AND ON THEIR 9EMALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED MEREON. CERTMATIONS ARE NOT TRANSFERABLE TO ADDITIONAL. INSTITUTIONS OR SMSeQUENT OWNERS. . GERTrYD TO• JOSEPM T. ♦ ROSEMARY BUSSO ` • NATIONAL CITY MORTGAGE. IT'S SUCCESSORS AND/OR ASSIGNS OLD RE"I.IC NATIONAL TITLE INSURANCE COMPANY FILU= rF l 3i)I3— GERTiMD llyl- 200r -- . MATTMEW C. STEVES. LLS NYS 50135 ��^��ATED� CEMBER 3. 2003 to 4+A 6 Date, DECrMBER 3, A D u S 'UHAUTHORZ0 ALTERATION OR ADDITION TO A SURVEY Map of a Survey made for Scale 1'=30' A NM TION OF A UOON 72 LAND SURVEYORS SEAL IS A �V✓-- nawTN�N of secnoN Tsoo.sue-aMsoN x OF THE NEW YORK STATE EDUCATION LAW.' S t e v e r 'ONLYC"A M mORIGINALOf M 91A MMFID VAfH AN ORlfwAL a m WTD SIANCOR, S SEAL SHALL BE CONSIDERED TO BE YAUO TRUE COPIES.' wry //_ *CERTIFICATIONS WAS PREPARED HEREON SIOWFY THAT Joseph T. & Rosemary Buss o Tws suRver WAS PREPARED w ACCORDANCE'ATM THE Land Survey ors LANDEXISTI EY�PRACTICE FOR LAND SURVEYOFtSORN ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 9DRYEYDRs.SAID CERTIFICATIONS sHAu RUN ONLY �T 1 OF 1 TO THE PERSON FOR wiOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TIMI COMPANY,OOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AM CY AM LINDM1D 9MVIATwN LISTED HEREON.AND Town of Queensbury, Warren County, New York ro m ASCI(/!D tX m InvlNc w9TrnmoN BUSSO (518) 792-8474 New York Lie. No. 50135 N0. DATE DESCRIPTION DWG. No. 97061