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97-582 (2)0 Owl'" DIEM, TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall riot be constrijed ws indicating the plans and �,- ;1;!. Jinns are in full coimpllail.,, code. NOTICE R"" PAPER INSULATION MUSt BE 01MID By NONCOMBUSTIBLE BURIgt NOTICE FOAM INSULATION MUST BE COW" BY A 15 MINUTE THERMAL BARRIER OCT 07 W7 TOWN CW aup-eri.3ajRY VrF AICE WOKE 0� ARE REQUIRED IN BEDROOW JACENT 10 101M AND, ON EACH FLOOR LE INCLUINGSW OR BASEMENT ALL SMOKE DETECTORS MLK WOCONNECTED ON ALL W 'r, y n 1 F I L J e 13ARADOX DESIGNS ARCHITECTURE Charles Johnson, AIA, Eight Philo Street Soratogo, NY 12866 518.583.0027 LLj C) 0 U z LLJ z in >; z W, Uj z in W 0 Uj LLI 0 o z 0 0"1 -00t 0 *=A con 0=0 WWO E1 r 5 D E S I G S ARCHITECTURE Charles Johnson, AIA Eight Philo Street Sorotogo, NY 12866 518.583.0027 W O C 0 v z uj Q LLI z >' .� m -a--+ z Ul Ul a z o Q Ljj V) 0 o Ole � V O Q � z O � v r7 I� w /E2 ."• i I r_- , - t , - - 1 -- ' 90pTir" TO ���Ei �►rs �aof lrrc btJe►�1 � col��'jlr+lc(�1 IN r�� �1 W' i�i 1✓ *P4- Q*T� tzdT AZf - 12, 222 5 I 1 ( I ^/ {v pA-vt�- p Cms J Is GENERAL MAES THiS BUII.IINc: HAS BEEN DESIGNED IN ACCORDANCE %%Titi THE REQUIREMENTS OF THE CURRENT N YORK STATE ENERGY CODE, UNIFORM FIRE PREVENTION AND BUIIJXNGI CODE. THESE DRAWINGS, DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. BRACE BUILDING PROPERLY UNTIL ALL STRUCTURAL ELEMENTS ARE INSTALLED. DO NOT BACK FILL AG FOUNDATION WALLS BEFORE FLOOR BOTH SYSTEMS ARE INSTALLED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FiELD AND REPORT ANY DISCREPANCIES TO) THE, ARCIII1`ECT FOR RESOLUTION. ALI, WORK COMPLETED BY OWNER AND CONTRACTOR SHALL BE iN COMPLIANCE WITH ALL LAWS, STATUTES AND RULES HAVING JURISDICTION OVER THE AREA WHERE THIS C� WSTRUCTiON 13 BUILT. CONTRACTOR SHALL COMPLY WITH ALL, APPLICABLE CODS, CODE AMENDMF,NTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING BUT NOT LIMITED TO T'.E FOLLOWING: LOCAL ZONING ORDINANCE, LOCAL CODE REQUIREMENTS (PLUMBING, ELFCTRiCAL,ETC) NEW YORK STATE: FIRE PREVENTION AND BUILDING CODE NEW YORK STATE ENERGY CODE' CONSERVATION CODE NATIONAL. PLUMBING CODE NATIONAL. Ei EcTRiCAL CODE CONTRACTOR SHALL. FURNISH ALL MATERIALS AND LABOR NECESSARY TOP :OVILDE COMPLETE AND OPERATING SYSTEMS EXCEPT AS NOTED IN THE CONSTRUCTION DOCVMENTS THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS. PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORDANCE WITH RECOO1N17.ED GOOD STANDARD PRACTICE. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING OBJECTS ON THE SITE. CONTRACTOR SHALL CAREFULLY INSPECT Till. ENTIRE AREA PRIOR TO STARTING WORK AND INCLUDE IN CaftRACT ALL AFFECTS OF EXISTING CONDITIONS TO WORK. I O NOT DISTURB NUR INTERRUPT EXISTING. UTILITIES SUCi! AS SEWER, WATER, ELECTRIC OR OTHER • SERVICES ENCOUNTERED DURING EXCAVATION. MINOR ITEMS OF WORK SUCH AS PATCHING, BLOCKING, TRI1! ETC. SHALL lE PERFORMED AS REQUi TO MAKE THE WORK COMPLETE, WHETHER SHOWN OR NOTED ON TIME CONTRACT DOCUMENTS OR 1 O "PROVIDE" SHALL MEAN: FURNISH AND .INSTALL. CONTRACTOR SHALL ADVISE THE. ARCHITECT IMMEDIATELY OF ANY INCONSiSTENCIES_OF.TWUN DRAWINGS, NOIE.R AND Till-, THE CONNDITION. SHOULD THE DRAWL;:. OR 1VOTES DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE, CONTRACTOR SHALL PROVIDE TM' BETTER QUALITY OR GREATER QUANTITY OF WORK AND/OR MA7WALS. ARCHITECT SHALL. HAVE THE RIGHT TO OBILERVE THE PROGRESS (IF 'THE WC:iK FOR PURPOSE= OF DETERMINING CONFORMANCE WITH TIME REQUIREMENTS AND INTENT OF THi: CONTRACT DOCUMENTS INTERPRETED BY Tim ARCHITECT. CONrRACr(R SHALL LEAVE, THE SiTE IN A -NEAT, ORDERLY AND SAFE CONLl"'"ION AT THE END Off WORK DAY. THE SITE AND BUILDING SMALL BE MADE, AS SECURE. AS POBSIt LE SO AS To PRDeVENT UNAUTITORI7.ED ENE'RY ANI) ACTIVITY. CONTRACTOR SHALL PROVIDE AND rAWTAIV PROPER BLGNS, BARRICADES, AND FENCES 'to PROPERLY PROTECT THE WORK, EQUIPMENT, I_:RSONS AND PROMT V. CONTRACTOR SHALL SUBMIT TO THE ARCBII'ECT THE. FOIL OwIM iiEMS FO.: APPROVAL.: ANY PROPOSED CHAFF 14) THE V t:K AS DFACR�D IN THE DRAWINGS OR SPE,.WWATIOM. ANY R1F,M SPL:CiFKALLY CAIIJElTI! GItT'Ft7R SL BMISMON ON THE DRAWINGS OR NI;TES. SUBBT'LTUTIOMS SHALL PhRmn-lTD ONLY It IIE COO Alt"(OR SumiTS DATA T HAT THE SUBSTTTU LED PRODUCT IS EQUAL TO THE SPECIFIED ruor UC r OR mmmuiAL. COMMENCE WORK IMMEDIATELY UP13N THE IIMREC"TI(NJ OF THE OWNER, AND PROCEED DILIGENTLY CON INUGHJSLY WiTH AMQUATE F"OR ES UNTIL COMPLETION. IF DISCREPANCIES OCCUR IN ONE OF THE WORK, CAUSING 1DELiIY., THE CONTRACTOR SHALLL PROCEED WITH ANOTH ER'PORTION OF THE WORK SRO AS NOT TO REMAIN MU. REMOVE ALL DEBRIS FROM SrM ANC? DISPQRE OF L6G)Ii.LY AT AN APPROVED OFF SrM tAWja ON. PRIOR TO CONSTRUCTION CONTRACTOR SHALL STAKE OUT ALL D&RO'VEMI MS, VERIFY GRADES AND REPORT ANY DISC'REPANCMES TO THE Anawir r FOR R£SOL T17ON; BATH AND DRYER EXHAUST SHALL VENT DIRECTLY TO) TIME EXTERIOR. PROVIDE FITERGLAM !INSULATION GATT DaUI.ATLO N IN ALL INTEMOR WALLS SURROUNUM BATHROOMS. - PROVIDE SELF ADHERING RUBBER MEIMIALE, 36' WIDE, "ICE AND WA`I'LIt ,p" AS S MANUFACTURED BY; GRACE COMPANY i* APPROVED EQUAL. APPLY FULL. WID'IN AT ALL SAVER CENTER 36" WIDTH.,IN FULL LEMTH or ALL VALLEYS. SITE NOTES MAWO MS DO NOT PURPORT To WOW AM � � ON THE kn.. QONTft TM SH - 4*i iCY � CAREFULLY INaPECT'RE Rtet11tE ARE# PRIOR TO STARING %?ORK AID iNCLI; nE DL COP1'rRACT AIL. AFFNM OF EXISTING INS TO IRM. { CLRU AND GRUH AMM RM1CA110 WOM INCLtILE SF.P'iIC aYSTE11i, AOUS ? AP1D DtIJVBWAY M I vW�^'► L REH�►VING AIL TREES. STJTiI S, Imo: M1p GDtIMR VEGETATION. 1 �l RILMOWE ALL mom IIRL m AM 8fI1P0SE OF LEGALLY AT AN APPHO+VF,D OFF UM LOCA7* Z� e_j� �C. CAff I& fA4� L)l& o" DISTURB NOR t 16111R OPT BXWTIM UTILITIES SUCHH'AS SEWER, �?AT$It. REC"M Olt }�j SERVICES ENCOUNTERED DtRIM EXCAVATION. INV ../ '^ ALL WORK SHALL BE IN COMPLIANCE WITM LOCAL REGLILATipIE. SANITARY PIPING SNAIL. BI, PVC (POLY VINYL CHLORIDE) iN DIAMETER SIZES AS IHNDICA 0 r i I N ' I I �� —fig. 1I LED tJIV DRAWINGS. MATERIAL, SHALL COMPLY tI MI ASTM D 2729. PVC PIPE AND S1TtTNOS SHALL E SM- ALL ALI. PRE CAST CONCRETE STRUCTURES SHALL BE MANUFACTURED BY "FORT MILLER CO.' OR EQUAL,. i STABLISH AND MAINTAIN ALL LIVES AND GRADES FOR THE CORRECT PERFORMANCE OF THE WORK IWISCM8191). INSTALL ALL PIPING IN ACCORDANCE WITH! REFERENCED STANDARDS AND VtAINUFAt'IURER'S INSTRUCTIONS. CONTRACTOR SHALL MAKE INBPOCTIONS OF ALL PRE CAST ITEMS AND PWTNtB LI�F.S TO DETERMDNE W "PLACEMENT OR ON9 DAMAGE HAS OCCURRED PRIOR TO SCHIMULD10 ov Vi M& IF iNSPEC'1'lfEt INDICATES POOR ALIMM11 M; DFAJM CDR OTHER DEFECTS, CORRECT' SUC11;`r,"Xj`S TD TIME ,..�� sxnsFAC'PTDN of T m ARCIHTEC?. MA�rrAw SEPTIC BYRTEM CLEAR OF Ai;l VMS bultiNG INSTALLATION. ALI, rotum" AMAi NIOT OTTTIlRWM SURFACED 1O tE TOPSOR" � 3 FEDL3flt, � Plit3IR TCOt DC CgKiitAETOR alJAi.lI 31AftE OUP ALL R► D°YtLfA:vIB, vF.RWY GRALIM MD t10"TANY � To�A CT FOR. • IIIiI:FiD WGJRK OF TtM tE:VINI RAC"( U"&Y RCIO 1�tJrnm COWI©iTTGNS A T CONrrmx T m LLML'.Ms. l�N rdo�bD CONTRAC ft* SHALL-IIR RHMRPON"" ''TTF REPAS OW RBPi.ACUENT OF ALL ITEMS DAMACERD tltlilgt7 GW TII(S C�:TTItiRi'.UM M4= ANY DIAC r iMW NW a-WIX#tjm R* WIC �iiltt TTIta txJ>��` tom, c F ALL vaftan,M t�Pf& AND HEAVY F.O;�MWENT' SHALT: BE EYCLIJURD FR+UM C* fLMU! vw t'"ITtX•IIt3N L!U#n t.'tSN'T'RACTOR IXiHAtls. STRIP ALI, T`OVIIIJIL PRESENT FROM -,AREAS To 10 RB�GHt"U AND STOCKP CM Niil{T: I+G)R L.AT'�tk Cam: U*AIW ARKAA ADJAMNT 10 OUR,LIM LINER TO MAIN AWAY FIKOM S7Ttt:Pt IRE Alb PRKVV �. SISUC'EIiPl -40 TtOPStlit, T("11I1#11 W"it �. iTJiMIt7f1, AS Rtif�titltW STRATA, 0, APPLIED TO A tJ "14 t� POOR � IN Ai1NAM 1MIIWA�� 0, ?t*n Tv TIW (AAi A SIR)". IX?AI�tM t?`�tt'AVA'I" ANO IrM �ttilRlt *,1A 1 '1I "It tl(*PI3Tt1.FU III * MAM CNINTRACM iIHALL-'SAKE t'IEt>f M AiLI!lRtilEN TT3 rlyttffFli'I Rtltli' NVSIPM ANO i3VKRMlAW*qu MAIM'" FW#4 DAMAM FOUNDATION NOTES EW ALI. CONCRETE SHAIJ. DEVELOP COMPRESSIVE STRENGTH OF 3500 PSI (0 2,' DAYS FOR SLABS, FOOTINGS, PIERS AND WALLS. ALL FOOTINGS AND PIERS SHALL BE PLACED ON UNDISTURBED SOIL AND SHALL BE BELOW LOCAL AMST FROST DEPTH OR HAVE &UNIMUM OF 48 INCHES EARTH COVER. CONCRETE FOOTING S17YA BASED ON 2500 PSF SOiL BEARING CAPACITY. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITY PENETRATIONS AND PROVIDE SLEEVES AT ALL PENETRATIONS. PROVIDE CEMENTITIOUS PARGE COAT TO EXTERIOR FACIE OF FOUNDATION WALL WHERE EXPOSED TO VIEW ABOVE FINISHED GRADE. PROVIDE BITUMINOUS WATERPROOFING PARGE COAT TO EXTERIOR FACE OF FOUNDATION WALL. APPLY WATERPROOFING FROM FINISHED GRADE ELEVATION AND EXTEND DOWN OVER TOP OF FOOTINGS. REMOVE FORM PINR FROM FACE. OF WALL AND PATCH AREA SMOOTH PRIOR TO BITUMINOUS APPLICATION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT toit iREsoLIITION. UNLESS OTHERWISE NOTED ALL CONCRETE SLABS SHALL D 4 INCITES THICK MONOLITHIC TROWELED FINISII, REINFORCED WITH 6 x 6 x 10/10 WELDED WIRE FABRIC, PLACE ON 6 MIL POLY MOISITIRE BARRIER, OVER 6 1NC'H DEPTH OF COMPACTED POROUS FILL. PROVIDE BEAM POCKET WiTH STEEL LEVELING PLATES AS REQUIRED. FRAMING NOTES ALL FRAMING LUMBER TO HE A MINIMUM OF NU. 2 CONSTRUCTION GRADE (I OOOFB) AND SL7,F.D AS INDICATED UNLESS NOTED OTIIERWLEE. DO NOT C'HANGF SIZE. NOR SPACING: OF ANY STRUCTURAL EL.EME ALL HEADERS IN BEARING WALLS LESS THAN 6' - 0" SHALL BE A MINIMUM OF (2) 2 X 12 WITH 1/2" PLYWOOD FILLER AND SHALL W SUPPORTED ON EACH END BY SINGLE JACK STUD. ALI, HEADERS IN BE-ARING WALLS GREATER THAN 6'- O" SHALL BE A MINIMUM OF (3) 2 X 12 WiTH 1/2" PLYW(X)D FILLER AND SHALL BE SUPPORTED ON EACH END BY DOUBLE JACK STUDS. RED T PROVIDE WOOD Olt METAL HMI)GiNG AT MID SPAN BETWEEN JOISTS, UNLESS NOTED OTHERWISE. PROVIDE DOUBLE JOIST FRAMING UNDER ALL PARTITIONS PARALLEL WITI' JOIST DIRECTION AND AROtJM ALL FLOOR OPIB+ Ms. PROVIDE PRESSURE TREATED 2" X 6" MUD SILLS WITH COMPRESSIBLE Sii t, SEALER AND ANCHOR (MOLTS 1/2' DIAMETER X 14" LONG! WITH 3" HOOK SPACED MAX. t1' - 0" OC. AND - U" FROM ANY END OF SL1L ALL PLYWOOD DEC�im SHALL. BE TONGUE AND GROOVE PLYWOOD IN T+ .CKNESS INDICATED GLUED AS AND WARM ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. INSPECT ALL LUMBER FOR DEFECTS. ALI, LUM13ER SHALL BE FREE FROM 1 (Yr, DECAY AND OTHER f ACHI DEFECT'S WHICH T10MD AFFECT iTS DURABILITY OR RENDER IT UNSAFE. I.-R THE INTENDED PURPOSE. DISCARD ANY MATERIAL WHICH IS NOT FREE FROM DEFECTS. TAKE TECBiSARY PWXAt ffMM TO PROTECT ALL LAMINATED WOOD DAP.MS AND OTHER EXPOSED FR.0 MULMAT'EE WA FROM DAMAol AND DISFIGURING MARKS. ALL FWM JOISTS FRAMING LNI+O THE SiDE OF WOOD GIRDERS OR HEADERS ARE TO 91, SUPPORTED ON D METAL JKfMT IAWW RS OF =a TO MATCH JORT. UIBTALL FLOOR JLIRI AND RACERS WITH CROWN UP. ALL WAU#' 1. w 2X6 @ 16"OC CONSTRUCTION AND LNTERJUR WALLS SHALL BE 2X4 @ A[VD 16*Oc RU0i1= UiAESS I�iOTEJ>! aniaRWIaE. AREA - PSOVSK PRESStJ S 1WA1ft �SI.L P�t.ATZ ON ALL PARTITIONS SET ON CONCRETE SLAB. At 1. SHALL. t#LIIfR TILE MAKWACROWS STAiwil� AND SHALL #E INSTALLED ACCORDING T7) THE '1C1 ,R'S BIMM CI�`1kgo WT MODWY ANY TRUSS OR PART OF A TRUSS WITHOUT PRIOR 'lc1T'fM:PI 1U �11 i` LTIG,.C]F TIME TRUSS MANUFAC`�tt. CONTRACTOR SHALL MAINTAIN ON SiTU .'19ttM DlV L p 'TAILS, TAILS AYI I MAWINpB . FRAM q8 tNS!'FXI". . F 4 * Uft LOAD ROOF 70 F'F LIVE LOAD 090, 1{�OAD 15 PSF DEAD LOAD . 30 . t{J� I.©AD WIND 15 ' :F WALLS ID LOAD 30 !'9F EAVES Ai+tD ,. A U. ICI f , S. VwoWS AS 0 ON DRAWINGS TO BE: ALUMINUM CLAD IN "WtHTE" ctu*' DiCIi I ���S, HARH WARE, WEATIERSTRIPPLNo GRILLS A8 REQUIRED 7D kNA i3L� FLIT +$SECT SCRIM ANO VnE Uk" AS MANUFAC"RiRED BY PELLA WINDOW OR APP IMi VAL. INSTALL �G TO MANUFACTURER'S DIRECTIONS, INTERIOR FINISH ATCHH INT 1�}M, OWING DOORS T1D NE; . 11NSESLA MEfl METAL, I 13/4" THICK � 24 GAUGE VANED STI1Ki._ , POI.YU THHAiV6 CORE, L#�t1LATE -4XASS WITH GRILL k AMISTABIX WEA3Tl�IRIPPING AND HARDWARE AS MANUV� ItTURED BY: PEACiiTREE CORP. OR OVED EQUAL. UlLE'I'ALL AC�CORDiND T O MANUFACTURER'S DIRECTOWS. QQW: ALL SLIDiNG DOORS AS iNDICATI.i) ON DR.t #NG3S TO BE: .1DiN(M PARTD DOOR WITH HWU PERFORMANCE•, TEMPERED INSULATED GUM, GRii.LS E: AS TO MATCA TIRAWINOl.S, AIA MiI�R1M SILL, WEATHERSTRIPPING, H.' I'i)WARE, ROLLING INSECT ' A*u. iX N�R, EXTENSION JAIL; ALUMINUP.1 CLADDTM�IIP IN "Wilt rE" COLOR AS N F . X. LAY P4LLA WiN%1gW CORP. OR APPROVED EQUAL. iNSTAI , ACCORDING TO 1FA"UN "S 1Mt I"" TO MATCH INTERIOR TRI',t. -�-.�r...r�• I I1RA111M SYSTEM SHALL #lE PROPANE FIRED Ft ICED HOT AIR WITH HEAT ATPROYED PMiP ' AIR ,::,I AND BIER. DESIGN AND LNSTALt,'TION OF ALL HVAC SYETENW, Ji* THE DRY OF TI11L CONTRACTM IN CONJUNCTION WITIL A QUAUFIF,D'NVAC stlfitl'aNtTI j113R A -Y-EMA44D IN TM TYPE.. OF WORT{. COP�ii7EAc :-OR SHAII. C'OORIINATE L1 C)N7R GIN Matt" CE`S'EIIf AND INSTALLATK)N OF ALL F:QIIIP :ENT AND ACCESSORIES. UAFNER SNA4, APPROVE OF ALL OQUO ,TENT LOCATIONS PRIOR TO INSTALL 1TION. ALL. INTERIOR TRIM SHALL BE STANDARD 2 /34" G(1 )VIAL STYLE. PAINT TRIM IN COLOR AN NUACMD 8Y OWNER. i 11+CH6LILOlR MVCMCOD STAIR$ SHALL HAVE STAINED OAK TREADS TO MATCH LIVING ROOM RAIDRING STAIR RWIIS AND RAii.INO "LUSTERS SHALL BE PAINTED. HANDRAIL. AND NEWEL POSTS SHALL M B`L'AIEDTO MATCH STAR TTMEAD'JS. BALUSTERS To W B-894, NEWEL POSTS TO W, C_ AS �M1rAI�Lt()F�AC"#tJiWD BY: 1Ct FVMA,N STAIR PARTS CO. !11`0 SUPPLIED BY BRuSCO Co. AU. DOM 70 BE L..31r THICK, PANELED PINE IN SIX PANEL STYLE AND S17ES aS�Tc1A ON DRAWJMS. FININ I0 8E PAINTED TOO MAMI INTEMOR TRIM. PROVIDE ALL REQtitREU iiARDli► AI.! 4tyPSUM BOARD WALL AND CMLINO3 SURFACES SIMALL.. BE PAINTED IN 0bL 0* ARNUACT,W 'W ()WNVWt• P*D;OVME ONE COAT PRiMER AND TWO (:`OATS FINISH. COMP! ETE SYSTEM *n*Kxmw)tIT HOUSE. CONLRACRA SIW".. 5"mit"'m M►1TTs1 oWIERON AUCTION OF SYSTEM AND MLSTA11 ATTON OF ALL E{)ULPMFNT AN6 AGX', a uWW 1'RUY#ps VTR SECUR##1i` JE ALARM SYSTEM 1`""N.1iMNG MOTION SENSORS ON ^ VAW /A* LOWU FlAftS TO POWUM OUVWL4M AGAINST FO W9 3 ENTI, SMOKE ALARM, LAW REKS, VHNJCG,MGcATAN+R T AW 36 I*AItTU OM-NIIU, WALL, S'WIT- 11, CERAMIC 11101 t 11101iRNIDOI AAA g Ali I�IAIWit�A i it►$': IIZAT N 01,0 1ftPl.ACFi 1'R(11O.�CI±N k'K..,IIESA11#,A1OMt Co, tiit ADD IQUAL: 1' Ei� MISMlIItAtNli, J6" WIEMID "It :. AND WA110 D" AN 1AL4[* Ufa FgIAL APPLY f WIDTH AT Ali, EAYI? #' 11 AW> tP 11 16" W# ## Ati VAL IAYM. 1 III 1M) tlx: P1i*11t1<t MN 0)MI4011T INN, OPAM) MAM M 4#1 AM 11.1 tN ' '' `#T�1 AIt 1►# #3 NY CC hItTAtNTMMt1 V0110 Chories Johnson, AIA Eight Philo Street Sorotogo, NY 12866 518.583.0027 A 34 -- --`� Ail Oil 1, / r 4 Go►-k%, Sklo le) /X jj Gam. w; ; 67, /v`' ---10 — it I --. W/ 4' Cewc,— G�fl t+ti'`ir �' ,�: IN'�>�=--' � Yam,• \ \ '� } j T I v / I L r 4Mkt- \ ,' r I I ►2� d I � d � � ' � 1 i t it to i 119 ;;7oo I ` N I , I 7 • . • . . - a► jHp 1 .. 10 rye% w/ /p/ -. .. _.............. _....-_...__r. _.�:._... • , F ._. Idly j `q� 14 cal V z o w z ,i...r m z z old ce LAJ W �., o Q g7 nh PARADOX ARCHITECTURE Charles Johnson, ALA Eight Philo Street Saratoga, NY 12866 518.583.0027 Lai> o u 0 } z uj Lii z La .� c -F-� z Irl uj z uj tw V) d Q o �0 U sum; /Z I wo A,l f rxi-,aj IL, waq2 A AN P, Au, \OVA., "o At) VOW A(A, pp w f'.0 C-f t A L \All AAp G N _ N K 11 C#4 0 0 or 1001% 10 or or T 7== IL 00, of lop" Av W L L lsmoot t Tu a..;, PAW w1cw l4r,446&9*1_� V VIA 7111- VIA 4*4 zkk 4�<l �,j tJ ot PE 501 1 T f 12 � D� 12 �°�' •, 12-a4 Ll m k] u ;o PLA ,A 4 •r- C�L' ��f f T'f 'A PARADOX DESIGN'S ARCHITECTURE Chorles Johnson, AIA Eight Philo Street Soratogo, NY 12866 518.583.0027 uj V z W o •pamM W z a uj C. Q o -0 G ;`. 0 0; 11107 -4- 11 Nil 111111 Or L.- 5C_4�_ veltjrl_'�L PARADOX„ A RADOX DESIGNS ARCHITECTURE Charles Johnson, AIA Eight Phila Street Soro", NY 12866 518.583.0027 PON 0 u z PON 0 PON" uj (4j CY d z < In uj V) .0 C r. 0 0 z c 16. 0 Lu z Q u r�c),Ltc-No" '1701. �30 " -7- V4-' v MOM NINE 11111 F --F 4 F Tt— L-f U WIX, '11:2- rooc:::� k- '�2 1�1;v4r; ILI rov!* "Aor-i` �wf4(' PA t4 pif' --;/,+ " 4 acj* �� TWI'rt V :514, >" 6P MONA" "Mmom PARADOX D E S I G N S ARCHITECTURE Charles Johnson, AIA Eight Philo Street Saratoga, NY 12866 518.583.0027 VTIS LLj O 0 Wz Nano 0 POW" z uj z < 0 0 w Litcod w (A c: no 0 ve r 0 0 z 0 Lu u d:;k OF -- -, 19 cwo!) OWN04 I F 41-W G��T io.J Ile, )�)P 1,7 �.- To PA-lu4kw!- 4p �*Mvjf- Pr"(Wcu, ?�9 PW,, �IK- G91L.4,i6l Me,'L. V i MOL1? 1x1f, ol�t:,Af, (3)f,swt 6 rRwof. W WIA `lc4* WWe,,HiAoh 1P AGL r-Aw1, t Gwfp " w *u Nes ';tip Wt gTA,(, eAT, Awl(,. w o, W cvc CAT4. i-M F09,4L. so& a 1&l , V4-X,���� PARADOX DESIGNS ARCHITECTURE Chor6s Johnson, AIA Eight Philo Street Sorotogo, NY 12866 518.583.0027 u 0 ;:N m ° � P W i1 a 0 A � a w w 0 a wo C ., u D2 2 OFN `;� E.r., c...a c�