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2004-943 CONTINUOUS RIDGE VENT ICE & WATER SHEILD TO EXTEND FROM EAVES 12 12 EDGE TO A POINT AT 10 10 LEAST 24" FROM INSIDE �6" ICE & WATER SHEILD FACE OF EXTERIOR WALL IN ALL VALLEYS (TYP) (TYPICAL) I TOP OF PLATE CONTINUOUS RIDGE VENT TOP OF PLATE { ICE & WATER SHEILD 00 , ; , TO EXTEND FROM EAVES 00 I EDGE TO A POINT AT 12 METAL LEAST 24-" FROM'-INSIDE SUBFLOOR ¢� 12 FACE OF KNEEWALL FLASHING (TYP) SUBFLOOR - s (TYPICAL) _ o TOP OF PLATE TOP OF PLATE TOP OF WINDOW o o ! _ o co j r SUBFLOOR - CE I �N TOP OF FDN. TOP OF FDN. , I I I L 24'-0" I FINISH GRADE TO SLOPE A MINIMUM ! I I TOP OF FOOTING i� OF 6" WITHIN 10'-0" I ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - AWAY FROM STRUCTURE 1 ! I ! TOP OF FOOTING ! ! 1 ! T- — — — — — r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 11 1 - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FRONT ELEVATION SCALE: 1/4" = 1'-0" 59'—O#, CONTINUOUS RIDGE VENT ICE & WATER SHEILD TO EXTEND FROM EAVES EDGE TO A POINT AT 1- LEAST 24" FROM INSIDE FACE OF EXTERIOR WALL (TYPICAL) _ _ _ NOTICE TOP OF PLATE TOP OF PLATE SMOKE DETECTORS ARE REQUIRED IN BEDROOMS, ADJACENT TO BEDROOMS, AND ON EACH FLOOR LEV - _ INCLUDING CELLAR OR BASEMENT:ALL SMOKE -- DETECTORS SHALL BE INTERCONNECTED ON ALL LEVE . ALL SMOKE DETECTORS MUST BE BATTERY BACKUP ICE & WATER SHEILD ! TO EXTEND FROM EAVES i CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE EDGE TO A POINT AT — 0o LOWEST SLEEPING LEVEL. LEAST 24" FROM INSIDE METAL 12 FACE OF KNEEWALL FLASHING SUBFLOOR TYPICAL � 4� NOTICE . o _ (TYPICAL) SUBFLOOR o �OFQUEENs&jWq i — uLnlNc� FOAM INSULATION MUST BE COVERED TOP OF PLATE TOP OF PLATE our limited examin BY A 1S MINUTE THERMAL BARRIER f"with oUr _.. and s _..-'"""'� ce 9' NOTICE of New York Stai& I KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER , 0 TOM OF CCU€cNSl�vrcY SUBFLOOR_ _ BUILDING py N ReVIE-WED BY '- TOP OF FDN. TOP OF FDN. bAT puj ! I ! 1 I ! 1 I I I I `t I 1 I I ! 1 1 1 ! TOP OF FOOTING 1 1 ! ! ! ! , 1 i o o ;� , FINISH GRADE TO r - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i SLOPE A MINIMUM I ! - - - - - OF 6" WITHIN 10'-0" a i I 1 1 AWAY FROM STRUCTURE % CUSTOMHOrl1E0ES/GN 61EGHAN COURT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _i _ _ _ _ _ _ I TOP OFFO_OTiNG z 52 7204a SARATOGA SPRINGS (518) 1 - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - -1 > NEW YORK 12866 (518)587- 2649(FAX) REAR ELEVATION ELEVATIONS SCALE: 1/4" - 1'_0" OEM BY.OEMB: THE ALEXANDRA Pao=NLWBM U� � ow►wNc►a. stir No. � 2004.Ci53 SEPT. 16, 2004 AS SHOWN EL-1 1 i CONTINUOUS RIDGE VENT 12 12 36" ICE& WATER SHELD 7 7 N.ALL VALLEYS(TYP) TOP OF PLATE_ TOP OF PLATE OP OF WINDOW 12 tt 7 7 • j o m i 1 m 12 12 o ]_QLl-fjOQR- 6 6 StBFL00R -- _ o TOP OF PLATE TOP OF PLATE TOP OF WINDOW "a, 0 1 i rn 10 SUBFLOOR SUBFLOOR TOP F FDK TOP OF FDN r r FINISH GRADE TO ! T-0" I 24'-0" 1 3'_8" 1 1 1 1 1 4 X 4 P T.DECK SLOPE A MINMUM 1 I POST(TYP) OF 6" WITHIN 10'-0" 1 _ - - - - - - I I I I I ON 12"DIAMETER o ^ AWAY FROM STRUCTURE I - - - - - - - - - - - - - - - - - - - - - - - - - - - -II -1 SONOTUEiE(TYP) 1 I L 34'-8" 1 1 OP OF FOOTING 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - - _ - _ LI TOP OF FOOLNq RIGHT ELEVATION SCALE: 3/16" = 1'-0" CONTNUOUS RIDGE VENT 12 7 � 12 7 TOP OF PLATE TOP OF PLATI_ o j bo j bo 12 12 o SUEIFI 00R_ _ sry 4 a SUEIFLOOR 0 TOP OF PLATE top TE^ TOP OF WNDO i of c 1 i ' SUBFLOOR FINISH GRADE TOSLOPE A I ' I 1 I I o OF 60 ITHIN 10 11 1 �4 X 4 P.T.DECK I I I I I POST(TYP) I I I FINISH GRADE TO o i AWAY FROM STRUCT I I ^ 1 -I 1 -1 ON 12' UM SONOTUBE DIAMETER ! 1 OF 6 WITHIN 10'-0" AWAY FROM STRUCTURE I I I TOP OF FOOTING I I I TOP OF FOOT144 r- - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - -1 - LEFT ELEVATION SCALE: 3/16" = 1'-0" a (1;� ©�NN 1_ c CIJSTOrl�HDil1EDES/G�V { 6 MEGHAN COURT Z 72040 :' SARATOGA SPRINGS (518)581- 8079 NEW YORK 128N (518)587- 2649(FAX) DEEM ffY- SIDE ELEVATIONS am:aimm THE ALEXANDRA Z 2004.053 SEPT. 16, 2004 AS SHOWN EL-2 2 i 59'-�" 5'-0" C 30'-0" B 24'-0" 5'-O" 13'-$" 16'-4" 20'-0" 3'-0" 1'-An 2" 6'-8" 6'-8" 2„ fV N (2) 2 X 10 S P.T. BEAMS X 4 P.T. DECK o CD POST (TYP.) o ON 12 DIAMETER - SONOTUBE (TYP) ' OPTIONAL I I � CD 0 N r DECK N N N >< 8" X 16 CONCRETE FOOTING o N LINE OF (3000 PSI) WITH 2 - #4 BARS (TYP.) i CANTILEVER ABOVE OVER UNDISTURBED SOIL, FOOTING `�' - - - - - - - -I TO BE MAINTAINED AT 4'-0" MIN. `i I BELOW FINISHED GRADE VERIFY LOCATION - - - - - - - - - - - - - - - - - - - - `�' - - - - - - - - -'- - - - - - - - - - OF WINDOW /OWNER I = = = 11 = = = I STEP FOOTING UP TO INFIELD TY . I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, °' 1 " N ( , BEAM POCKET " I I °, I 4-0 BELOW FINISH GRA E I 6 W X 4 D X 9 3/4 H ' I I 4'-0" AT THIS LOCATION 8" THICK POURED 2' 6" o0 I I I i I °. L - - - -- - - - - - - - - - - - - - FROST WALL - - - - - LINE OF ! 1 2'-6" X 2'-6" X 1'-0" ��� I e e e o e r- - BASEME T CANTILEVER ABOVE 1 r - I I ¢ ' . - - - - - --- - - - - - - - - I ° � CONCRETE PAD FOR 1 - - - - - - - - I `" I I - m 1 .° I DROP FOUNDATION WALL -I °► I LALLY COLUMN REINFORCED " _ ,l I 4 'CONCRETE SLAB 3500 PSI o ° i 1 -0 + FOR SERVICE I I , I I W (2) #4 BARS EA. WAY I I ) + - I ' ' (3000 PSI) (TYP.) 1-N - W 6 ML POLY MOIS URE BARRIER � w i °► DOOR IN THIS AREA I ►. I N i I ►, I :7 RE FORCED W/ FIBERMESH z I BASEMENT STAIRS MUST HAVE =N < FI SHED SMOOTH 0 ER COMPACTED ' I I I ►° I APPLY DAMPROOFING - '° ' CLOSED RISERS. MUST HAVE M m GRAVEL OR CLEAN JAND FILL o ' (ASPHALT BASE SEALER) TO ' °. ' HANDRAILS AND GUARDS ON � 'I I 00 EXTERIOR SURFACE 0 , BOTH SIDES IN ACCORDANCE N 3'-6" I 6'-0" 6'-0" I °i I I °' I 00 FOUNDATION WALL BLOW 1 , WITH SECTIONS R315 & R316 M , i , 2 CAR GARA E 8" THICK POURED Nt FINISH GRADE (TYP.) i i OF THE RESIDENTIAL CODE OF NYS. i I _ _ 3 12 X 2 S BEAMS, - I ° FROST WALL --I--- i I ►° I I I I I I I I I UNEXCAVATED EAR H VERIFY LOCATION 1 7 OF WINDOW W/OWNE I o 1 o; Z 6" W X 4" D X 9 3/4" H I °, 1 " `� IN FIELD (TYP.) I I BASEMENT STAIRS: i ' -� = I 4 CONCRETE SLAB (4000 PSI) 1 I I N I 13 RISERS 713 16" Lo ' i' o w BEA POCKET 1 I FINISHED SMOOTH, REINFORCE i I - cn ao - - - - - - " I I ~ 1- 6" WX4" DX93/4" H I i W/ 6X6 #10X #10 W.W.M. VER I ►° I N 00 I _ e o' I 12 TREADS ® 9 , _ _ , z =L� I ,° I I Pr) I >' - , ' I UP 0 6'-0" 6'-0" I , COMPACTED GRAVEL OR CLEAN SAND FILL ' - „- , I 3 DIA. STEEL o I I "' I ° I 4-4 I ., 1 MONO POST (TYP.): 1 - r- , w I ° 8" THICK POUR D c� 1 a z FOUNDATION WALL I °. I I ° I - _ _I _ _ I ' _ 3 i2 X 12 S IB�EA_M S_ °► i o ff- - 1 ' I _ _ ' I m 13'-13/4" LT 1 a 15'-61/ I '° 1 N ; I ° I 8" X 16" CONCRETE FOOTING o °s I TO CENTER OF BEAM , - ow I I o o (3000 PSI) WITH 2 - #4 BARS (TYP.) ' TO ENTER OF BEAM ' '> w o OVER UNDISTURBED SOIL, FOOTING >• ° ' I I w ' DROP FOUNDATION ALL i ►, TO BE MAINTAINED AT 4'-0" MIN. I 1 I i BEAM POCKET r r w i I 1'-0" (+/-) FOR GA AGE DOORS BELOW FINISHED GRADE 6 W X 4 D X 9 3/4" H I c; , ° i IN THIS AREA I ' I il I '° ' ' °► - - - - - - - - - - - - - - - - - ' 0 - - - - - - - - - - - - - - - - - - - - - - I FOUNDATION NOTES: I °i 1.ALL CONCRETE TO BE 3000 PSI- 28 DAY UNLESS OTHERWISE NOTED. - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - oI �� i COMPACTED EARTH 1 ' I e - - _ - I- _ _ _ _ CO TROL JOINT -� - _ j r 4' O" 2.ASSUMED SOL BEARING VALUE OF 2000 PSF CONTRACTOR TO VERIFY PRIOR I I TO CONSTRUCTION. I ►° I 4" CONCRETE SLAB (4000 PSI) I ° I I '° 1 1 3.WOOD SILL PLATE SHALL BE ANCHORED TO FOUNDATION WITH ANCHOR BOLTS I 1 FINISHED SMOOTH, REINFORCED _ I ° I I ,° 1 STEP FOOTING BACK DOWN oAT A MAXIMIUM SPACING OF o I ° IW.W.M. d- I I I , 3-10 AT THIS LOCATION ! ENDS OF PLATE SECTION. O.C.AND LOCATED WITHIN 12 FROM THE W/ 6 X 6 #10 X #10 OVER I , °i , 1 °► 1 ^ 4.ANCHOR BOLTS SHALL BE AT LEAST 1/2'N DIAMETER AND SHALL EXTEND °' I COMPACTED GRAVEL OR CLEAN SAND FIL `'" I ►, I I ,, I A MINIMUM OF 7'INTO CONCRETE WALL I ,, - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ 1 L _ _ _ - - - - _ _ _ _ - - , SIS 5.OIT SHALLCONUNDATION RAINA OFGE SHALL B PROOVF 40IDED AROUND AMETERPERFO PEE P044M OF FOOTING z. I 77, EMBEDDED N CLEAN GRAVEL WHICH EXTENDS 12'OUT FROM OUTER EDGE OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -i- - - FOOTING AND 6'ABOVE THE TOP OF FOOTING.GRAVEL SHALL 13E COVERED WITH " " i AN APPROVED FLTER MEMBRANE. 8 X 16 CONCRETE FOOTING , FOUNDATION DATUM POINT: 3000 PSI WITH 2 - 4 BARS TYP. - ' s.FNISFI GRADE SHALL NOT BE CLOSER THAN 6'FROM TOP OF FOUNDATION ( ) )# ( R—LINE OF FOLLOW FOOTING STEPS AROU D 7.BACKFLL PLACEMENT SHALL NOT BE PLACED AGAINST THE WALL UNTIL CANTILEVER ABOVE OVER UNDISTURBED SOIL, FOOTING FOUNDATION IN A CLOCKWISE THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE TO BE MAINTAINED AT 4'-0" MIN. I I DIRECTION FROM THIS POINT. I FLOOR ABOVE OR HAS BEEN SUF}1CIENTLY FACED SO AS TO PREVENT DAMAGE FROM BACI(FLLNG. aELO W FINISHED GRADE ?.FOOTING DOWELS SHALL 9E PROVIDED TO CONNECT FOOT&IGS T4 WALLS, „ „ I AND SHALL CONSIST OF 5 BARS 4'-0" O.C.BARS SHALL END T A IMINIMUM-0 12-6 4-6 13-0, 1-10 OF 12'OUT OF TOP OF FOOTING AND SHALL BE EMBEDDED A MINIMUM OF 6' INTO FOOTING. 9.VERTICAL REINFORCING SHALL CONSIST OF#5 BARS A 48' O.C.AND SHALL BE LAPPED TO #5 FOOTING DOWELS EXTENDING VERTICALLY 5'-O" 30'-O" 24'-�" 12'OUT OF FOOTING PLACED AT 4'-0' O.C. A C " B 59-0 - FOUNDATION PLAN W SCALE: 1/4" = 1,_0 , o P © ' DB-9j 4 &K7(CA,R EA 7 [INZ lA9D � CUSTOrd1 HOAfEDES/GN Z C3 6 MEGHAN COURT SARATOGA SPRINGS (518)581 - 8079 �72 0 40 NEW YORK 12866 (518)587- 2649(FAX) FOUNDATION PLAN THE ALEXANDRA NLIMM DALE SME WAWK W. 9ff?ND 2004.053 SEPT. 16, 2004 AS SHOWN FDN-1 3 GENERAL NOTES: 1.ALL CONSTRUCTION TO COMPLY WITH THE NY STATE BUILDING CONSTRUCTION CODE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS TO THE NY STATE ENERGY CONSERVATION CODE,APPLICABLE LAWS,STATUTES,AND ALL LOCAL RULES AND REGULATIONS.BUILDER TO BE RESPONSIBLE TO N.Y.S.CODE REQUIREMENTS. 2.COMPLY WITH ALL LAWS AND RILES AND ORDINANCES AND ORDERS OF ANY 59'-0" PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. „ A " C B n 3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, 3-0 2-0 13 -8 8-O $-4 2¢-O METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. 3-0 n 2,-0» 6,-10„ 6,-10» ¢r-D,r ¢,-O,r , » 5,-On ,Z1 -6„ Z,-6„ 4.THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR 3-4 INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK OR PERFORMANCE OF THIS JOB. THUS,THE ENGINEER IS NOT RESPONSIBLE AND IS TO BE HELD HARMLESS BY THE OWNER FROM ANY CLAM OR SUIT WHATSOEVER,INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM 2" 6'-8" 6'-8" OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S WORK TO CONFORM TO THE DESIGN ITEM. 5.IT IS THE BUILDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND OPTIONAL DETAILING PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY MEASUREMENTS OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DECK 6.ALL PLUMBING SHALL BE INSTALLED N ACCORDANCE WITH NY STATE `r CONSTRUCTION CODE APPLICABLE TO PLUMBING AND NY STATE HEALTH DEPARTMENT REQUIREMENTS. NOTE: 0 7.ALL LIGHTING,WIRING,GROUNDING AND DEVICES SHALL BE ULRATED 0 o PROVIDE SA TY I LISTED AND COMPLY ONLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR GLAZNG IN ACCORDANCE ALL BATHROOMS AND EXTERIOR OUTLETS. WITH SECTION 308 OF o 8.PROVIDE HARDWIRED/INTERCONNECTED SMOKE DETECTORS ON EACH FLOOR,IN RESIDENTIAL GODE OF N.Y.S BEDROOM, HLADS,AS PER QS�TS ALL MOE DE BE�I�P WITH A BATTERY BACKUP. 9.PROVIDE DIRECT OUTSIDE COMBUSTION AR FOR FIREPLACE N ACCORDANCE 10 - 06 WITH THE KY.STATE ENERGY CONSERVATION CODE i0.DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES. 11.ALL WINDOWS INTENDED FOR EMERGENCY EGRESS HAVE TO HAVE A MAX. 0 o N FO7 0 (2) 2 X 10'S HDR. " FO5 SILL HEIGHT OF 42'OFF FNISFIED FLOOR \N - " 2) 3/4 X 91/4 12.ALL HEADERS TO BE(2)2X10'S UNLESS OTHERWISE NOTED. CV CHIMNEY FLUE. C,4 F0-8] (2) 1 3/4 X 91/2 MI HDR. M 0 LAM BEAM (FLUSH) - -I m 13.CHIMNEY TO M o�4�Ae ANY STRUCTURE N A io'-o'RADIUS 14.STARS: a - w I ,I , 81/4'MAX.RISE. 0 2-p 9'MIN.RUN PLUS 11/8.NOSING I w m O I 2''$" 2'-8"MIN.BETWEEN HANDRALS `�' a 2 X 10'S 16" O.C. I PROVIDE Q J a a LIGHT N STAIRCASE = a KI CHEN 0 HANDRALS: 01 I �I I � = � N I `� cn M 1 5/8" TYPE "X" GWB HANDRAILS SHALL BE INSTALLED BETWEEN 34' AND 38"AS MEASURED "' `O � § r C ON ALL GARAGE WALLS, HANDRAILSSHOVE DALOL BE INSTALLED ON AT LEAST ONE SIDE OF STARS WITH IRE TWO(2)OR MORE RISERS. N � ," �, ON BOTH SIDES OF WALLS MINIMUM WIDTH OF ALL STARS SHALL BE 36'ABOVE HANDRAIL ADJACENT TO LIVING AREAS MINIMUM WIDTH BETWEEN HANDRAL AND WALL SHALL BE 311/2" 0 FO 9 �' I7'_¢,2" I AND ON ENTIRE GARAGE CEILING MNMUM WDTH BETWEEN HANDRALS SHALL BE 27 N v 1 " WHEN HANDRALS ARE INSTALLED ON BOTH SIDES 4-$�2 F. o SPACE BETWEEN HANDRAL AND WALL SHALL BE A MINIMUM OF 11/2' 00 2,-p» i1 SMOKE - - - - t J HANDRALS SHALL NOT PROJECT MORE THAN 41/2'FROM FACE OF WALL. 00 _ - 00 GREAT ROOM " DETECTOR N LL_ F U; 00 15.ALL CONCRETE TO BE 3000 PSI- 28 DAY UNLESS OTHERWISE NOTED. rN 0' (2)2 x 10 I C L 0 SE T j 5 w � 16.LUMBER TO HAVE MINIMUM Fb= 1000 PSI(FOR REPETITIVE MEMBER USE). U, o z 17.ASSUMED SOL BEARING VALUE OF 2000 PSF.CONTRACTOR TO VERIFY PRIOR FLUSH CID = BOVEBM. _I " ¢,_$» N o p w �- TO CONSTRUCTION. „ `V 13'-1" m 2 — 2—0 2 CAR GARAGE �N 0 18 UNLESS OT1ERwl�METAL PROVIDE NAILS AT EVERY BEARING.G EVERY 8'-0"O.C.BETWEEN JOISTS, 5_p BEARING WALL MUD w u o N I 19.ALL HEADERS IN BEARING WALLS ON OPENINGS 6'-0'OR GREATER SHALL STAIRS: m ,N � (n o N BE SUPPORTED ON EACH SIDE BY A MINIMUM OF TWO(2)STUDS THE SIZE 5 RISERS @ 715/16 a ENTRY I w N z z OF THE ADJACENT BEARING WALL(USE SINGLE STUDS FOR OPENINGS UNDER 5'-001 C1014 TREADS " 3- n 3/4, HR. RATED I (n 0 20.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS -4 2-4 INSULATED METAL DOOR Lu � w UNDER ALL PARALLEL PARTITIONS. I � m (EXCEPTION:DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS '� Flo Q _ LAV "C" LABEL & ASSEMBLY ) �► i \ W/ iELF CLOSURE 21.FRESTOPPNG SHALL BE PROVIDED AS PER SECTION 717 OF THE NEW YORK STATE BUILDING CODE 22 DESIGN CRITERIA: 0 2 X 10'S ® 16" O.C. OPEN ,', LINE LOAD COVERED x ON RAC (2) 2 x 1o's 7-1 FIRST FLOOR RESIDENTIAL: 40 PSF PORCHCN BEAM (FLUSH) BEARING WALL FLOOR DEFLECTION LIMITED To 1/360 GROUND SNOW LOAD=85 PT. N 4'_8y2n 7' 4/2" N BASIC WIND SPEED=90 MPH :2 2I I E TRY 23.ELECTRICAL WIRING AND EQUIPMENT DESI G IED AND INSTALLED IN WITH ANSI,NATIONAL ELECTRICAL CODE,AND SHALL MEET ALL 12'-6" o0 23'-8L2" co CODES. (3) 2 X 10'S HEADER o (2) 1 3/4" X 91/2" M.L. DR. (2) 1 3/4" X 91/2" M.L.HDR. 24ALL GARAGES SHALL BE SHEETROCKED WITH 5/8' TYPE'X'SHEETROCK To TO COMPLY WITH N YS.FIRE PREVENTION&BUILDING CODE 0 0 o I n » 25.DOOR FROM GARAGE TO LING AREA SHALL BE METAL INSULATED"C"LABEL N N x 101 , " ® DINING 9 0 9 0 2s.AND ELECTRICAL swrWiwE SEU s CLOSURE. _ BLOCKED AWAY FROM DOOR TO ACCOMMODATE !::I 3 0 ) M I 31 NATURAL COVERED x M 27 F NS DRECTLYOVENTED TO THE OUTSIDE.1 VENT.SHALL B E EQUIPPED WITH MECHANICAL N ENERGY NOTES: PORCH 0 o i� 1.ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE uO %r) CAPABLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE 12'-1" PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WINTER WARM (3) 2 X 10'S R.T. BEAMS 2)2 x 10'S FLUSH- _ 2 OF THE SHALL BEAMBOVE BE INSTALLED INA MANNER THAT PROVIDES CONTINUITY BAND JOISTS AND CORNERS. I 0 R N OF N 3.AIR BARBERS SHALL BE AT PLATE LINES,SILL NS TALLED WHETHER A VENTILATED N CV, 2 N SDNG MATERIAL IS INSTALLED OR THE SIDING TECHNK)UE NECESSITATES A LOOSE FITTING APPLICATION, FO3 rlo-� 4.BUILDING TO BE CONSTRUCTED AND INSULATED INCOMPLIANCE WITH THE N.YS.ENERGY COOS,'U',"R'AND wLTRATION VALUES FOR ALL DOORS 5'-0" 6'-3" 6'-3" 2'-53i4" 2'_p1i4 9_611 2,_0n 31 _0n 3,_p» 20_01) 1,_6» 61 _6n 11,_pn 6'-6 AND WINDOWS. " 5_0n 121_61' 4' 6" 13'-0" 24'-0" A C 59,_pn g FIRST FLOOR PLAN FIRST FLOOR SQ T:EC0 DSFLOOR = 928.11 SCALE: 1/4 — 1�-0" TOTAL SQFT. = 1,898.1 .�eOf New ° n ,' 011ST041//OMEDESGN 6 MEGHAN COURT 4 1972 0 SARATOGA SPRINGS (518)581- 8079 NEW YORK 12866 (518)587- 2649(FAX) w FIRST FLOOR PLAN DRAWN BY: am=BY. THE ALEXANDRA FRO=NAM DATE SCALE DRAWING ND. SLEET ND. Z 2004.053 SEPT. 16, 2004 AS SHOWN FFP-1 4 54'-0" A 30,-0" < C B 24'-0" 5-11" 10'-2/2„ 7'-7" 6'_3,2" 24'-O» ,- - - - - - - - - - - - - - - - - - - - I I I i OPTIONAL I DECK 1 (BELOW) I I I LINE OF CANTILEVER BELOW ---� _ I r - -_- -_- - , j 06 i (3) 2 f 10'S HEADER _ 00 LINE OF o 0 42' VANITY FIREPLACE LO ° CD MASTER BELOW -_ 11'-3" BATH BATH ;,N BEDROOM 2 Q =_________________ _______________-�� r o Li- �-- I _ ! „ n s I o, N s 00 I I 4'-8n °O ° p - � p _ it WIC 3-1�2, = o >- °° " o - - _N j 3!_5n ZO d- 11 1- - - -I A ACCESS � o-I '`� 2'-4" z w MIN.22'X 3D' w (n z Z 1 1 7'-9�21# sm e 7-0 ��' 1 ( o I I pet tor� c `n a o m 1 I LO Ln " SMO DETECTOR 2 I 07 _ (D Smoke i N , Detector n I °O - - �, 8-3 I I " `- I 2 _ 2'-6" � 1 0 OPEN o MASTER 0 CLOSET N { 1 N 00 - � o BEDROOM RAIL N 00 M I a X d- - I CLOSET I d' ' Li.! " , " "� " "' L'CHT & VENTILATION SCHEDULE I w z ® STAIRS: - - 3-6/2 1-6 6-5y2 - I I 1 1 z w 15 RISERS ® 71 /16" 2-6 2 - 2'-6" I' V) 14 TREADS 0 9" 1 LIGHT VENT. EGRESS(SF.) mwm I z WIDTH � Smoke II ROOM SQ.FT. CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL GREAT ROOM 28.44 838 1422 455 5.0 N A 5.7 4 25 n� w Detector DNNG ROOM 12.56 262 628 153 5.0 N A 43 24.56 2520 BEDR 0M #1 i KITCHEN EATING AREA 204.1 2 239 162 5A N A 32M 4• • CN MASTER BEDROOM 2 16.3 8 28 5 256 24 z d II BEDROOM #1 1743 139 1 1982 1 697 1 11A 5.7 5.7 20 3256 24 2533 " w �� I I 1 A 1 7 5.7 20 3256 24 LO 2533 C.4 ► -C\, (3) 2 X 10'S HEADER i� GIRDER TRUSS i i ** NOTE: VERIFY - - - - - -- - - - - - - - - - - - - E ALL WINDOW INFORMATION W/BUILDER IN FELD N � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -11 WINDOW SCHEDULE - ANDERSON 200 CD CD201 4' 2�2" TILT- WASH SERIES (V N I ❑ PRE-ENGI ERED ROOF I TRUSSES 24" O.C. CLEAR OPENING. i ( DESIGNED PER RESIDENTIAL NUMBER LOCATION MODEL TYPE ROUGH OPENING GLASS VENT. EGRESS WIDTH HEIGHT CITY. 02 - BUILDING C DE OF N.Y.S. 0 101 GREAT ROOM 2 244OH3049 DOUBLE HUNG TWIN V-0'X 4'-9' 1982 11.4 5.7 3256' 2533' 1 0 0 , o i� 10 2 9 DOUBLE3 DINING ROOM (2)244DH2 2-0 X 4-9 5 3.60 2056 2520 1 in in I I `j 12'-1n 10 DI+ING ROOM 244DH2O49 DOUBLE HUNG HUNG N 2-0 X 4-9 5844 3.60 4 20 252 1 I I oof Below (3) 2 X 10'S HEADER 1 KITCHEN 244OH2430 DOUBLE HUNG 2-4 X 3-0 245s 14.70 1 EATING7=* DOUBLE HUNG TWIN 1QR'7 114 107 T-ROOM - 6- 3 6'-IQ 7 8 324 1558 DOOR 281 2 78 5 8-pi= _ _ _ - - - - - - - - - , I / GREAT ROOM 244DH2O49 DOUBLE HUNG 2-0 X 4-9 588 3.60 2056' 2520 1 - - - - - - - - - - - - - - - - - - - - - \ I FO3 I i GREAT ROOM 244MM9 DOUBLE HUNG - '- 'X 4 588 3.60 3.6 2056 25.20 1 LINE OF .110, (MEAT ROOM 2 244DH3049 DOUBLE HUNG TWIN 6-0 X 4-9 1982 11.4 5.7 2533 1 n ROOF BELOW 24!-0" 201 MASTER BEDROOM 44DH3049 DOUBLE HUNG TWIN 6-0 X 4-9 1982 11.4 5.7 3256 1 61 -3n 6!-3» 2!-3n 2,-3n 6!-6» 6!-6 202 CLOSET 44DH 44 DOUBLE HUNG 2'-4 X 4-9 7 43 43 2456 2520 1 203 OM 1 DOUBLE HUNG TWIN '- ' '- ' 198 11.4 5.7 3256 5 1 204 OM 2 244DH3049 6-0 X 4-9 1 11.4 2533 1 i2'-p 4_p'I i I3_� �= -1 i 205 BATH 244DH2430 �CUBLE HUNG "-p' -.GB ^51 51 -456 14.70 i 1 206 MASTER BATH 4 DOUBLE HUNG '- ' - ' 4 251 2.51 2456 14.70 1 i 207 MASTER ROOM 244DH3049 DOUBLE HUNG 3'-0'X 4-9 991 5.7 32.56 1 A C " B 208 MASTER BEDROOM 2440H3049 DOUBLE HUNG -0 X 4-9' 991 5.7 3256 2533 1 54-0 **SECOND FLOOR PLAN sQFT. FIRST FLOOR 970.0 NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD = SQFT. SECOND FLOOR = 928.1 SCALE: 1/4» �'io» TOTAL SQF . 1,898.1 Lu 0?1,4EW 0Z1ST0MH0�1EOES�N 6 MEGHAN COURT 7 2 0 40 SARATOGA SPRINGS (518)581 - 8079 U NEW YORK 12866 (518)587- 2649(FAX) SECOND FLOOR PLAN THE ALEXANDRA P Cf M��t DATE SCALE WAWM NM %W ND. z 2004.053 SEPT. 16, 2004 AS SHOWN SFP-1 5 N.Y.S. CODE APPROVED GIRDER CONTINUOUS RIDGE VENT PRE-ENGINEERED ROOF TRUSS CONTINUOUS RIDGE VENT TRUSSES 0 24" O. 2,x 10 RIDG { \� 12 l N.Y.S. CODE APPROVED 2 X 6 LADDER FRAME 2 X 8 S@ 16 O.C. PRE-ENGINEERED ROOF RAKES (TYP.)= TRUSSES @ 24 O.C. NOTE: `�� ACTUAL WEB CONFIGURATION 0 TO BE DETERMINED BY TRUSS MANUFACTURER. i i CONTINUOUS RIDGE VENT 1'-0" OVERHANGS (TYP) NOTE: 12 12 N TOP OF PLATE 2'_p' R-38 FIBERGLASS INSULATION TOP OF PLATE ACTUAL TRUSS CONFIGURATION , TO BE DETERMINED BY TRUSS 7 1 7 1'-O" OVERHANGS (TYP.) /CRAFT PAPER VAPOR BARRIER MANUFACTURER. 1 -� PRE-ENGINEERED ROOF TRUSSES 24" O.C. �m R-21 FIBERGLASS CLOSET STAIRWELL BATH 00 DESIGNED PER N.Y.S. CODE `i INSULATION W/CRAFT R-21 FIBERGLASS a' PAPER VAPOR BARRIER 4 ,2" INSULATION W/CRAFT 12 PAPER VAPOR BARRIER 3-4" 8-10�2" 12 2 X 10'S @ 16" O.C. " 15 RISERS @ 7 1�/16 » _ SUBFL00_R 2 X 6 S @ 16 O.C. 14 TREADS @ 9' 3 4 O.S.B. SUBFL00 6 SUBFLOOR_ _ TOP OF PLATE TOP OF PLATE o _ 2 X 10'S @ 16" O.C. 2 X 10'S @ 16" O.C. _ o 5/8" TYPE "X" GWB 1'-0" OVERHANGS TYP. TOP OF PLATE (3)2 X 10 - 8'_6" " > " R-38 FIBERGLASS INSULATION TOP OF PLATE (2) 1 3/4" X 91/2" ON ALL GARAGE WALLS OVERHANGS (TYP) BEAMS (2) 1 3/4 X 91/4 — W/CRAFT PAPER VAPOR BARRIER MICROLLAM HEADER ON BOTH SIDES OF WALLS 2 X 4 CEILING JOISTS MLBEAMS (FLUSH) ADJACENT TO LIVING AREAS " ,' LINE OF 6'-8" AND ON ENTIRE GARAGE CEILING AS COLLAR TIES, O.C. MIN.HEADROOM 0 BREAKFAST 0 � � � AREA 2 CAR GARAGE o `' " " 'v� 4 CONCRETE SLAB (4000 PSI) 14-3 2 (2) 2 X 10'S o FINISHED SMOOTH REINFORCED `n R-21 FIBERGLASS P.T. C�16" O.C. 4" CONCRETE SLAB (4000 PSI) W/ 6 X 6 #10 X #10 W.W.M. OVER INSULATION W/CRAFT FINISHED SMOOTH, REINFORCED COMPACTED GRAVEL OR CLEAN SAND FILL PAPER VAPOR BARRIE W/ 6 X 6 #10 X #10 W.W.M. OVER 5'-8" BASEMENT STAIRS: TOP OF FDN. COMPACTED GRAVEL OR CLEAN SAND FILL TOP OF FDN. SUBFLOOR 3/4" OSB. SUBFLOOR SUBFLOOR _ �N 13 RISERS 7 13 16 2 X 10'S 16" O.C. DECKING _ " 12 TREADS r- " TOP OF FDN. 2X10'S@16" 0. , " 2X10SP.T. � 16 O.C. o �' 8 THICK POURED o e 12-3 2 TOP OF FDN. � UNEXCAVATED EARTH FROST WALL � e LINE OF 6'-8" (3) 2 X 12 BEAMS 2'-0" 1 TOP OF FOOTING _ TOP OF FOOTING e MIN. HEADROOM BASEMENT i 4 X 4 P.T. DECK �_ _ _ _ o - POST (TYP.) 24'-0" e 01 2 X 4 STUDS ® 16" " ON 12" DIAMETER O.C. W/R-11 FIBERGLASS 8 THICK POURED SONOTUBE (TYP.) 8" X 16" CONCRETE FOOTING INSULATION, PRESSURE FOUNDATION WALL > > i� SECTION B - B_ (3000 PSI) WITH 2 - #4 BARS (TYP.) 8" THICK POURED 3" DIA. STEEL ( > II OVER UNDISTURBED SOIL, FOOTING "� MONO POST TYP. AT) W/ F.S.K. FOIL PAPER OVER SCALE: 1/4 = —O TO BE MAINTAINED AT 4'-0" MIN. FOUNDATION WALL o (TYP.) & 1" AIR SPACE BEHIND (TYP.) TOP OF FOOTING e .e . .o . .e _ .o . .e . .e _ ,e . .e . TOP OF FOOTING BELOW FINISHED GRADE - - _ a' n 8" X 16" CONCRETE TOOTING 4" CONCRETE SLAB (3500 PSI) CONTINUOUS RIDGE VEN (3000 PSI) WITH 2 - #4 BARS (TYP.) SECTION A — A_ W/6 ML POLY MOISTURE BARRIER OVER UNDISTURBED OIL, FOOTING REINFOR D W/ "FIBERMESH" PRE-ENGINEERED ROOF 12 TO BE MAINTAINED A r 4'-0" MIN. SCALE: 1/4" = 1'—O" FINISHED SMOOTH OVER COMPACTED TRUSSES @ 24" O.C. „� 12 BELOW FINISHED GRADE GRAVEL OR CLEAN SAND FILL DESIGNED PER N.Y.S. COD CONTINUOUS RIDGE VENT N.Y.S. CODE APPROVED �� PRE-ENGINEERED ROOF " 2 x 8 RBGEiii �� TRUSSES @ 24 O.C. 5-0 29-8 2 X 6 LADDER FRAME 12 X 8'S 9 16' 0 C ® RAKES (TYP.) `�� ACTUAL WEB CONFIGURATION �� 34'-8" TO BE DETERMINED BY TRUSS MANUFACTURER. i � 1'-0" OVERHANGS (TYP.) 1'-0" OVERHANGS (TYP.) TOP OF PLATE 71_0" R-38 FIBERGLASS INSULATION TOP OF PLATE TOP OF WINDOWS GIRDER TRUSS W/CRAFT PAPER VAPOR BARRBR - BEDROOM1 LINEN BEDROOM J2 TOP of wlNDow r `- 0 14'-41'2 4'-5/2" 14'-4" °O r o co R-21 FBERGLASS 12 R-21 FIBERGLASS INSULATION W/CRAFT INSULATION W/CRAFT PAPER VAPOR BARRE SUBFL_OOR 2 X 10'S @ 16" 0. s PAPER VAPOR BARRIER 3 4" OSB. SUBFLOOR SUBFt00R_ _ 2X10L 'S ® 16" O.C. 2X10'S ® 16" OC. 2X10'S016" O.C. _ TOP OF PLATE (2)2 X 16S TOP OF PLATE BEAM(FLUSH) OP OF WINDOW cn 2 X 4 CEILING JOISTS DINING LAV. ENTRY KITCHEN AS COLLAR TIES, 16- O.C. ROOM r 13'-7" 3'-1" 3'-4�t" 2'-1" 12'-3�2" 0 R-21 FIBERGLASS R-L'i ._EERGLASS ;NSULAT ON 'W/CRAFT INSULATION W/CRAFT PAPER VAPOR BARRIE z SUBFt00R PAPER VAPOR BARRIER 3/4" O.S.B. SUBFLOOR SUBFLOOR _ N 2X10'S ® 16" O.C. I _ r r OP OF FDN. 2._p" 14'-0" 7'-3" 12'-1" TOP OF FDN. (3) 2 X 12'S BEAMS (DROPPED) (3) 2 X 12'S BEAMS (DROPPED) BASEMENT 0 8" THICK POURED 2 X 4 STUDS @ 16" ,,--8" THICK POURED o FOUNDATION WALL O.C. W/R-11 FIBERGLASSFOUNDATION WALL 3" DIA. STEEL 3" DIA. STEEL INSULATION, (PRESSURE Q of TNk (�' �j j�JL;(�' p jj jj jj j� MONO POST (TYP.) MONO POST (TYP.) FIT) / F.S.K. FOIL PAPER OVER �� N r �A ��7! Jl 1 NJ AIR SPACE BEHIND (TYP.) TOP OF FOOTING ' TOP OF FOOTING � n CUSTOti1HOdlEDES/GN 4" CONCRETE SLAB 3500 PSI (518)581 - sops $" X 16" CONCRETE FOOTING ( ) z SARA�T(3 ACSPRMGS (3000 PSI) WITH 2 - #4 BARS (TYP.) W/6 ML POLY MOISTURE BARRIER OVER UNDISTURBED SOIL, FOOTING REINFORCED W/ "FBERMESH" SECTION C — C �� ��, NEW PORK 12866 (518}587 - 2649(FAX) TO BE MAINTAINED AT 4'-0" MIN. FINISHED SMOOTH OVER COMPACTED GRAVEL OR CLEAN SAND FILL SCALE: = 1'-0" ��,: BELOW FINISHED GRADE CROSS SECTIONS 34'-8" MAN Ft. THE ALEXANDRA DATE WAE WAWMN& SHET,D. Z 2004.053 SEPT. 16, 2004 AS SHOWN CS-1 6 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040943 Date Issued: Thursday, June 30, 2005 This is to certify that work requested to be done as shown by Permit Number P20040943 has been completed: Tax Map Number 523400-308-018-0002-010-000-0000 Location: 4 REVERE Rd Owner. CUGINI ENTERPRISES, INC. Applicant: ANGELA CUGINI This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling- Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the irector of Building Code nforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040943 Application Number. A20040943 Tax Map No: 523400-308-018-0002-010-000-0000 Permission is hereby granted to: ANGLEA CUGINI For property located at: 4 REVERE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ANGLEA CUGINI 18 KITCHELL Ln Fireplace QUEENSBURY,NY 12804-0000 Garage-2 Cars Attached Single Family Dwelling $209,000.00 Total Value $209,000.00 Contractor or Builders Name/Address Electrical Inspection Agency PETER WEIDMAN 23 BARDIN Dr QUEENSBURY,NY 12804-0000 Plans &Specifications 2004-943 Lot 67,Bedford Close, Section 2 4 Revere Road 1898 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE $285.36 PERMIT FEE PAID THIS PERMIT EXPIRES: Thursday,December 15,2005 (If a longerperiod is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ensbu ZZgy ecember 15,2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement EC Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbur, (518)761-8256 Al 0ermit must be obtained before beginning construction. Permit File No. AND CODE / 0pinspection,will be made until applicant has received a Fee Paid $ S valid building permit. All applicants' spaces onthis . Ree.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant -"CQ V,0-- Owner: Mc J& C Address: "i J-e— Address: Leg 1 °r L-L e- L�-►-ems e_e,,,c �o.Y CQ•eee µs(=N N y 19 Phone#-(-§a- )..3Lj- Phone#( ) a - r Property Location. Lot Number: / House Number,Y ,l lJ5 P-e��/•e Q ' Subdivision Name:.- Close-- Tax Map Number: -3©g, i t3-.a-/ O 2 New Building: resid om:nercial 'Estimated Market Value of Construction:$ 000 o Addition: residence/ commercial 1f an Addition,what will use of new addition be? o Alteration: residence! commercial o No change to exterior size: residence/com'1 o Other work(describe ) Che=§!RjAe cylnformation 1 Floor 2 Floor Other floor Total i Belo sq.it. sq.ft. sq.ft. Square Feet il dwe qj O 1 q9 Q> o Two family dwelling o Townhouse o Multifamily dwelling #ofunits o Office o Mercantile o Mamufactutin 0 1 car detached garap D 2 oar detached SmSe 0 3 car detached pmge . o A car attached garage 2 car attachedI garage 0 3 car attached garage o Storage building- commercial o Storage building- reddendal t o Other What is the proposed height of the structure'`.L feet inches Will any second-hand or ungraded lumber be used? If so,for what? /1/ 0 � Type of Heating System: electric/ oil 6 .�od Cforc-:edh�ot ' baseboard/other: Number of Fireplaces to be installed _..L_ Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes Name Address- Phone Number Builder .� e. cP PJ n I- -/��O 1 Plumber Mason Electrician p,eglaration: please sign below after you have carefhlly read the statement: To the best of my knowledge the statements contained in this application,together with the plans and speoMcations submitted,are a tare and complete statement of all proposed work to be done on the described premises and that all piovisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Vwe shall , submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,.as requested by the Zoning Administrator ector of Building and Codes,anAs Built Suryg2 by a licensed surveyor;drawn to scale,showing actual location of nTew. o Si tore: z4 owner,owner's a en archite contract 4. Check Residential Plan Review: One& Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door mergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. rade,5.0 sq.$. 4"(h)x 20"(w)min. 44"-Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK ampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required "Drop in 10'Exterior Grade vj Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Acquired e and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors 01 fairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise } 44 Winder Run and Rise Spiral Not Allowed From 2nd Story Spoke Detectors Battery Backup and Proper Location throom Fixtures Proper Clearance Pall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation arage Floor Sloped ttic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation - All Paperwork Signed p ' a Project Names W-24'����OI:tS`Fr�,f c c� a it�t�-�1,e BP# Address: �� R��c�.t-e- R CP DEC 0 3 2004 Building Permit Submission Checklist Multiple DwellinTO LDOF ggly C�omiriericial Projects �NG AND CO F Y All items below must be checked either yes,no or not applicable prior to submission of any permit to the Town of QueensbwyBu9diag Department. If any of the below reins are lacking,the perm will not be accepted untiil such time as the application is deemed complete for submission. 1. B6U4g Permit Application Corleted...................................... 105�; Ono . []n/a 2. EnergyForm or Checkmate Energy Code Compliance Forms Complete--- Dyes Ono; On/a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program............... Oyes Ono On/a (submit 2 copies) 4. Septic application completelyfi7led out(d applicable)..................... [yes Ono Om/a S. Electrical Inspection Form..................:............................... !� Ono On/a 6. Two(2)sets of plans showing the following:................................... 193� Ono On/a 6a. Floor plan(s)............................................................. ❑ ................ no On/a 6b. Foundation plan.................. ....._................. � O O no n/a 6c. Cross section(s)........................................... . ........... yes Qno On/a 6d. Elevations......................................................... FYP � Ono Oda 6e. Design loads including floor,snowlmd,and wind load...... Iono, ❑n/a 6f. Seismic design(requited afterf am 1,2003).......................... Ono On/a 6g- Plans signed byregisteted uchitect or engineer,signed.........- yes []no On/a and sealed bya registered architect or engineer 6h. Window and door schedule.......................................... [Am Ono ❑n/a 7. Two 2 site plans showing location of the structure to be b R no n/a O P � ui�..� ...... 1�'13� ❑ ❑ location of well or water lines,location of septic system or sewer lure with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)................ []yes Ono Oda 9. DrivewayPermit................................................................ 194 Ono On/a Date: staff Initial: Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Applica.;tion for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date J AIA 20 fr),LfPermit No. i r Application is hereby rnade to the 13uilding& Codes Off Ce for the issuance,of a Building and Use Perin it pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter prernises to pel forrn required inspections. NOTE to applicant; Rough-in and. Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: {U4.-d' $ e.t '' ��.:.. Stove: wood coal pellet gas Fireplace insert Address: _ ` + r i+ Fireplace, factory-built: wood gas Qx p^ � 2 6 t 1% 1 F e Fireplace, masonry: wood gas Furnace: wood gas oil Phone: 3& t L/L/03 If non-masonary appl�cance,please provide Owner: /' Ml' Manufacturer Name: U V Address: kv �, � ' . t __ .Model Number: �y r / Chimney Information Phone: ` - P Q 7 (circle appropriate words) Masonry block brick stone Flue tile steel,` size: inches Exact Address: Q_jawr r of construction or installation Factory-Built # Manufacturer name: Model Number: Note: Listed By: Number: Construction IInstallation must con grin to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Trinle i+-al1 / Insulated / Direct venting Chimney Liner 4c&zAL tate_r,W DepaXrtMMernt--3N>Wan o.P Q-ffX--eumm 1XV-3r, l d--VV,xl�<*X-A -- Fire.Marshal Corte# $Collected $Refunded Received fr•orn (refunded tq):�' ��t y; address: A 173 3389 (190) Public Safety -- A 233 2655 r(23'o)Mi nor Sales DATE: 1 tt�')rl�� White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) Application-for Permit=S.Optia Disposal Syatem ���f Town o eensbury 742 Bay Road Queensbury,NY 12804 (S18) 761-8256 " ED 1. OVvrkM INFORMATION: DECO » Pei, 9Off�WAO G UEELocation of installation: e- n BUI DIN D CODS File Permit Na Tax Map No 0 Foe Paid Owner's Namc: Jamag, �Q_ ua ,,»,,,»„»,,,, Address: 2, INSTALLER'S NAME : ,� , e_ �o�S�w L 4 ro--- 1r— PHONE NO. "793-.3 61 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year Of House: No of Bedrooms x Total Daily Flow 1980 or older x 150 gallbdrm - 1980- 1991 'x 130 gal/bdrm - 1991-present x 110 gallbdrm - Garbage Grinder Installed yes, no Spa or Hot Tub Installed yes / no V. PARCEL FORMATION: (circle applicable information&indicate measurements) a -aound Water Bodrogk or Impenious Uggria Fiat at what depth at what depth munici .al oiling loam feet feet we Steep slope clay Swett;water supply _,_,%slope . other from any septic-system depth: absorption b......_...ft,. other Percolation Test: (To be compleW'by.licensed professional engineer or architect) Rate: minute per inch PROPOSED SYSTEM: For N'ey:Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whitlpool Tub. Septic Tank: D 00 gallon(min,size 1,000 gal) Tile Field: each trench r� f t: Total'Systcm Length: 1, � ,f 1. f l Q b It- Seepage Pit(s): number of _ size of each:- fl, by fit; Size/qf Stone to be used: # � / depth or thickness l .feet Bed,system size: 5-D x / 8 Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: 1- Size of each: gallons_1 TOTAL_Capacity;_ gallons_ - Note: Alarm System and associated electrical work must be inspected by a Town approvod electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the re ationa with respect to this application and agree to abide by these and all requirements o the own of Queensbury Sanitary Sewage Disposal Ordinance. /2-/Cr Signature of responsible person pate 1W Queensbury Building & Code Enforcement - ReSid i nal Inspection Office No.(518)761-8256 Arrive: pm �rt; a ' Date Inspection request received: Inspector's Initial : NAME: P IT#: TI LOCATION: ATE: TYPE OF STRUCTURE: _ SF� Comments Y N N/A , Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" � Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs, decks,patios l•` J Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade 1 � Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detec rs: Every level: / Ev ry Bedro +_ Outside every bedroom a a: Inter Connected: / Battery backup: Carbon Monoxide Detector _ Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road VA Final Electrical Site Plan /Variance required Final Survey Plot Plan _ As Built Septic System/Sewer Dept Inspection Sticker IV Flood Plain Certification, if required " Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: � fL LOCATION: z PERMIT Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has b e : Craig BrXn, Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc O N � WLU OJ�m c) Cl O U 00o� 20e13 Z Q 7 W��2� OVOY HIINI/( IOD 88 y o Q IN, o J �W`=W o o N w �7 3�IL lyyi g W 'QVj �Y�jW� �uVe Q � � Q S32HM Ob 3H2L3i10 n _ nn n—` n �N j Q 4�i ,j 2 7'c'u -K�Y J W n n .SO.OLZ Ma0£iL£o��S 3 � wooer r^ o ,2z;cnQ R?O�3 V aN a W ��r°• � � � �� Q �� � U Q U �3�2W Wvwi 2 Q. WPf CL 2 Z cei� Zo(n �. 2 j m W o : z a 3PQ 8 w U n Q v c°i � L, QK ° o . rn `' 4, ° Lil x - WW2 a Q _............... .........121/� ; . W Q Z o Q ° Q Q o r W Q � U oN _.............. a 2 41 f �j N Q Q: Q (.1 o O 2 J O r------ Y I +I I I V O N W o o v z ; i ' QIIIi Z j Q O cr 1 k I Q 0 0 �o W O N I2 Q m k KQ �-� -- l Ial�l N I ~ (7 y ZIRt J � D r 4' Z Igl`) I 3 0 ` W 2 W N W It Gap 0 2 W I W op W m sp IT ct V f H 0 .00.9£s 6 t-N >ch tj W� j_ °e o �, ��y of U2 o kelp, o Q w Q o cei m O N "� �e O D 0 NO ° OVjai °p o Q N a I W o o rz CS +IO4 ,, W Q Lo 4! z m k .~ 3�t�1 32�IHSNO�?!9 � �� 2 � ti W V Q p p 41 EL 04 4i Z k m 'K - - �� WW �oN Q �2 it2 2 W W W � � Wm4O x f ° Q ~O k m QO Q c�"n a a UQ: U� U� Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio request ceiv d: Queensbury Building &Code Enforcement Arrive: am/p Depart: " an ` n 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s: RM (� NAME: � � IT#: _ LOCATION: r ISPECT ON: TYPE OF STRUCTURE: Comments Y N N/A tings Piers Monolithic Slab Y Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,InspectionTORMSWoundation Inspection Report.doc January 28,2003 I Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req i st re ei e- Queensbury Building & Code Enforcement Arrive. am/pm Depart. arprpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initiadz_�;r / `=-- NAME:_ �` PERM' T #: — LJ_ f (13 LOCATION: INSPECT ON: —US TYPE OF STRUCTURE: NSA � Rough Plumbings/ Nail Plate Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 5 P.S.I for 15 minutes / sulation / Residential Check / Commercial Check / Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 li Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request. received. �` s Queensbury Building & Code Enforcement Arrive: am/ De art: ` am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . G NAME: C �, PERMIT #: 0� 1 �� LOCATION: -�� �P _ INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum 2 Cleanout every 100 feet / chars e of direction Pressure Test 6.1 �w� Drain / Vent IUI- Air / Head 5 S.I or 10 ft:;above hi hest connection for 15 minutes P.,ensure Test - ter Supply PipingV. 1Air/ Head P.S.I for 15 minutes -,-Insulation / Residential Check/ Commercial Chec ,�i/��- Proper Vent Attic Vent Duct / Hot Water Piping Insulation I' If required unheated spaces IAJt Combustion Air Supply for Furnace Duct work sealedproperly / No duct toe 5 dF COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report f �S Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: � .5`Z' am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: r . NAME: u a r !� r PERMIT#: �y _ LOCATION: L4 Qg,Qciix� 1 G�E� INSPECT ON: �3-2-1-cd TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestoppingls�� � 7` `"°cam Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Cy Office No. (518)761-8256 Date Inspection request received: f Queensbury Building&Code Enforcement Arrive: -'v'� am/pm. Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: C NAME: , J PERMIT#: d�l' — � v( LOCATION: ��.�,�t L r INSPECT ON: � TYPE OF STRUCTC Y ' N N/A COMMENTS Framing 1 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire all 2, 3,4 hour irestopping 9 i A/ � Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L �r✓, Rough Plumbing ` Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: / 0'� Queensbury Building & Code Enforcement Arrive: amlq Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �u �`� � PERMIT #: �� LOCATION: INSPECT ON: 3 is o TYPE OF STRUCTURE: Y N N/A Rough Plumbin Nail Plates r : Vent / Vents in P ac 1--%Z-inch min'irnum Drain ize Washing Machine Drain 2 inch minimum leanout very 100 feet / change of direction ressure-Test Fain % Vent Ai / Head 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape C®NiENTS: r'J o`o z�963 2 LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m e YZ a6,Vpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: G�` 1`" i PERMIT#: c CM 4`1-3 LOCATION: 1 e INSPECT ON: 3 /S G S TYPE OF STRUCTURE: �;Ily Y N /a COMMENTS F.rainin '��1 Jack Studs/Hea rs /V/�•�L� �� Bracing/Bridging N4� / Joist hangers � � �[ 9j�Jack Posts/Main Beams Exterior sheeting nailed properly /^ 12"O.C. ft ��,�w l� D '� Headroom 6 . 8 in. � I Q G 2 � (� V1 5 Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate /V y f�(,L CocLOZ— I_ (� 1 %2 (w) 16 gauge (8) 16D nails each side ROOF � Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour r' i F,restbpp . Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 P/tt Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: v Queensbury Building&Code Enforcement Arrive: _arn/p'm epart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial C /? NAME: (.�C�h-� PERMIT#: `� � LOCATION: ! INSPECT ON: ` o TYPE OF STRUCTU : Framing N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow ield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection requ st received: Queensbury Building&Code Enforcement Arrive: a D art: - pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial'S� NAME: G�Cl- PERMIT NO.: nq cT 13 LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil T Sand• *Loa Clay Type of ate unicipal/Well Water Waterline separ tion distaice ft. Well separation distance" ft. Other wells: ft. Absorption Field: Total lengthy ft. Length of each trench ft. -Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Sizit e jT3W Building to tank oer Tank to Distribution Box q, tP . r Distribution Box to /Pit B.t Opening Sealed: Y N/ artial End Caps Location/Separations Foundation to tank ft. Foundation to absorption , hft. Separation of Pits " ' ft. Conforms as per Plot Plan Engineer Report and As-Built Location'of System ore Property: CFr'c � Rear Left Side Right Side Middle Front Middle Rear System Use Staters: proved ,� artial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 11 "I have aea.'n or observad,'br believe I evidell'llc�l (It, all iudl'i ilS v e Y 102S : : S , LH hialdISLf"�B Se k 11 ,liar b I SIGNATURE DA i L 9 CIL ,4-0 '50 7q RECEIVED o "Fo fiA ck DEC,0 3 2004, 'QUEiNSBURY BUILDING AND CODE Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: Queensbury Building & Code Enforcement Arrive: an ,(��/�Depart: v'pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: (F—r NAME: GPERMIT#: L LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y 1 N/A tin-s Piers nolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: - 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation .Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ' Q�-'qv-�-�> NAME: G J \ PERMIT NO.: LOCATION: INSPECT ON: RECHECK: it Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Watere�������� Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepa e Pits: Number Size: x Stone Size: Piping Type. Building to tank G Tank to Distribution Box Distribution Box to F' /Pit Opening Sealed: Y/ Partial rJ b Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear _System Use Status: proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:iSueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Foundation Inspection ReportLl Office No. (518) 761-8256 Date Inspection request eceived: L)Ok\ . Y" aGG Queensbury Building &Code Enforcement Arrive: am/ m r2 Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: G PERMIT#: �Ob4 —IV 3 LOCATION: LE / INSPECT ON: d- � S TYPE OF STRUCTURE: �7 ' Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsor providing protection from freezing for 48 hours following the placernent of the concrete. Materials for this purpose on site. Foundation/Wallpour enforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil oly for wet areas under slab acicf ll-Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior-/Exterior R- Rough Grade 6 inch drop within 10 ft. L1SueHemingway\Bui1ding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report 3—V Office No. (518) 761-8256 Date Inspection requestU-ceivJ Queensbury Building &Code Enforcement Arrive: arn/pm/ Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: A 1 NAME: INC l� 1 1 PERMIT#: � �/ �"1 43 LOCATION: LA --�7 V---)x-1 1�7�INSPECT ON: TYPE OF STRUCTUR : Comments Y i N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. I,ASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 ��V t R i } ifI have seen or observed, or believe I saw evidence of, all objects such as houses, viells, trees, fiances, etc., sho-o,n on his docurtae-it, I a'so MDresent that I have he easured tl.,e distances set forth on the diagram." 1�3 ;� SIGNATURE DW E t 4 4` !1 4 r� ^ CC i l � 1 ! 1 pe�1� r pa J r7LU s RECEIVED f DEC n 3 2004- - ' QUEENSRURY ` j �� a� BUILDIfVG ACID CODE D a_fP DEC-03-04 SAT 10 :32 BOB FLANSBURG 5185818079 P. 02 Permit Number REScheek Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoBware Version 3.5 Release I Data filename:C:\Program Files\Check\REScheck\Alexandra.rck PROJECT TITLE: "The Alexandra" COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family 'HEATING TYPE:Non-Electric DATE: 12/03/04 DATE OF PLANS: 1211/04 , PROJECT DESCRIPTION: Lot#4 Revere Road Redford Close DESIGNBR/CONTRACTOR: Peter Waidinan Construction,Inc. Dreamscapes Unlimited COMPLIANCE:Passes Maximum UA=456 Your Home UA=M2 22.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I.Flat Ceiling or Scissor Truss 962 38.0 0.0 29 Wall 1:Wood Frame,16"o.o. 124 21.0 0.0 5 Window 1:Wood Frame.Double Pane with Low-E 29 0.350 10 Wall 2:Wood Frame,16"o.c. 20 21.0 0.0 1 Wa113:Wood Frame, 16"o.c. 45 21.0 0.0 1 Door 1:Solid - 21 0.400 8 Wall 4:Wood Frame, 16" o.c. 50 21.0 0.0 3 Wail 5:Wood Vxame;.16"o.c. 15 21.0 0.0 1 Wall 6:Wood Frame, 16"o.c. 28 21.0 0.0 1 Window 2:Wood Frame:Double Pane with Low-E I4 0.350 5 Wall 7_Wood Frame, 16"o.c. 60 21.0 0.0 2 Window 3:Wood Frame:Deuble Pane with.Low-E 22 0,350 8 Wall 8:Wood Frame, 16"0.0. 28 21.0 0.0 _ 1 Window 4:Wood Frame-.Double Pane with Low-E 10 0.350 4 Wall 9:Wood Frame, 16"o.c. 15 21.0 0.0 1 Wall 10.Wood Frame, 16"o.c. .344 21.0 0-0 19 Door 2. Solid 18 0.400 7 DEC-03-04 SAT 10 :33 BOB FLANSBURG 5185818079 P- 03 Wall 11:Wood Frame, 16"o_c. 83 21.0 0,0 4 Window 5:Wood Frame;Double Pane witlitgw-E 7 0.350 2 Wall 12: Wood Frame, 16"o:o, 20 21.0 0.0 l Wall 13:Wood Frame, 16"ox. 79 21.0 0.0 3 Window 6:Wood Frame:Double Pane with Low-E 29 0,350 10 Wall 14:Wood Frame, 16"ox. 20 21.0 0.0 1 Wall 15:Wood Frame, 16"o.c. 136 21.0 0,0 5 Window 7:Wood Frame:Double Pane with,Low-E 42 0.350 15 Wall 16:Wood Frame, 16"o.c. , 274 21.0 0.0 13 Window 8:Wood Frame:Double Pane with Low E 10 0,350 4 Window 9:Wood Frame:Double Pane with Low-E 10 0.350 4 Window 10:Wood Frazne:Double Pane with Low-E 29 0.350 10 Wall 17:Wood Frame, 16" ox, 111 21.0 0.0 5 Window 11:Wood Frame:Double Pane with Low-E 29 0.350 10 Wall 18:Wood Frame, 16"o.c. 18 21.0 0.0 1 Wall 19:Wood Frame, 16"o.c. 40 21.0 0.0 1 Window 12:Wood Fratne:Double Pane with Low-13 22 0,350 8 Wall 20:Wood Frame, 16"ox. 45 21,0 0.0 3 Wall 21:Wood Frame,16"o.c. 116 21.0 0.0 5 Window 13:Wood Fxame:Double Paine with Low--E 29 0.350 10 Wall 22:Wood Frame,16"ox, 309 21.0 0.0 18 Wall 23:Wood Frame, 161,o.c. 268 21.0 0.0 13 Window 14:Wood Frame:Double Pane with Low-E 29 0.350 10 Window 15.Wood Frame:Double pane with Low-E 7 0.350 2 Window 16:Wood Frame:Double Pane with,Low-E 7 0,350 2 Wall 24:Wood Frame, 16"o.c. ' 247 21.0 0.0 12 Window 17:Wood Frarne:Double Paine with Low-E 14 0.350 5 Window 18:Wood Frame:Double Pane with.Low-E 14 0.350 5 Basement Wa111:Solid Concrete or Masomy 970 11.0 0.0 63. Wall height:7.5' Depth below grade: 6.5' Insulation depth:7.5' Floor 1:All-Wood JoisVTxuss:Over Outside Air 32 30.0 0.0 1 Funlace 1:Forced Dot.Air,92 AFUE COWLL4NCE STATEMENT: The proposed building represented in thus document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to ineet the New York State Energy Conservation Construction Code requirements_ Wlnen a Registered Design Professional bas stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are im comp 'amce with this Cod . Builder/Designer. Date DEC-03-04 SAT 10 :33 BOB FLANSBURG 5185818079 _- P. 04 RUScheck Inspection, Checklist New York State Energy ConservatiQn Construction Code' REScheekSofiware Versio3x 3.5 Release 1 e DATE: 12/03/04 PROTECT THE:"The Alexandra" Bldg. ( Dept. Use { ( Ceilings: [ ] ( 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 38.6 cavity insulation J Comments: 1 { Above-Grade Walls: [ ] { 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ J ( 2. Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 3. Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments: [ J J 4. Wall 4:Wood Frame, 16"ox.,R-21.0 cavity insulation Comments: j J J 5. Wall 5:Wood Frame, 16"o.c.,R 21.0 cavity insulation { Comments- [ Wall 6:Wood Frame,16"ox.,R 21.0 cavity insulation { Comments: [ ] J 7. Wall 7:Wood Frame,16"o.c.,R-21.0 cavity:insulation ( Coxwnents- [ ] ( 8. Wall 8:Wood Frame, 16"o.c.,R 21.0 cavity insulation ( Comments.• [ J ( 9. Wall 9.Wood Frame, 16"o.c.,R-2.1.0 cavity insulation ( Comments-r [ ] ( 10. Wall 10:Wood Frame,16"o.c.,R-21.0 cavity insulation { Comments- ( J 11. Wall 11.Wood Frame, 16"o_c.,R 21.0 cavity insulation J Comments: [ ] i 12. Wall 12:Wood Frame, 16"ox.,R-21.0 cavity insulation Comments, [ ] ( 13. Wall 13:Wood Frame, 16"o.c.,R 21.0 cavity insulation ( Comments; ( J J 14. Wall 14:Wood Frame, 16"ox.,R-21.0 cavity insulation J Comments: j ] ( 15. Wall 15:Wood Frame, 16"ox.,R-21.0 cavity insulation { Comments-. [ J ( 16. Wall 16:Wood Frame, 16"o.c_,R-21.0 cavity insulation ( Comments: [ J ( 17. Wall 17:Wood Frame, t6"o.c.,R-21.0 cavity insulation ( Comments: [ ] ( 18. Wall 18.Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments. [ ] J 19. Wall 19:Wood Frame, 16"o.c.,R-21.0 cavity insulation J Comments: [ ] J 20, Wall 20:Wood Frame, 16"o.c.,R-21.0 cavity insulation ( Comments.. [ ] J 21. Wall 21:Wood Frame, 16"o.c.,R-21.0 cavity insulation DEC-03-04 SAT 10 :34 BOB FLANSBURG 5185818079 _,•..•P-_05 ( Comments: - [ ] ( 22. Wall 22:Wood Frame, 16"ox,R-21:0 Cavity insulation Comments: _ j ] 23- Wall 23:Wood Frame, 16"o.e.,R-21,0 cavity Insulation ( COmrtte.[nts' [ ] ( 24, Wall 24:Wood Frame,16"ox,R-21.0 cavity insulation ( comments. ( ( Basement Walls: [ J ( 1. Basement Wall 1: Solid Concrete or Masonry,7.5'ht/6.5'bg/7.5'insul, ( R-11.0 cavity iusulatior► Comments: _ ( ( VYandows: j ] ( 1. Window 1:Wood Frame:Double Fane with Low-E,U-factor:0.350 ( For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?f ]Yes[ ]No ( Comments: [ ) ( 2. Window 2:Wood Frame:Double Pane with Low-E,U factor.0.350 For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?f ]Yes[ ]No ( Comments. f ] ( 3. Window 3:Wood Frame:Double Pane,with low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( comments: [ ] ( 4- Window 4:Wood Frame:Double Fane with Low-E,U-factor:0.350 ( For windows without labeled Ufactors,describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 5. Window 5:Wood Frame:Double Pane with Low-E,U-factor:03S0 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ J No ( Comments- [ ] ( 6. Window 6:Wood Frame:Double Paine with low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No ( Comments: [ ] ( 7. Window 7:.Wood Frame:Double Face with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type 'Thermal BreW[ ]Yes[ ]No ( Comments: 8. Window 8:Wood Frame:Double Pane with Low E,U-factor.0-350 ( For windows without labeled U-factors,describe features: ( #Panes Frame'Type Thermal Blear?j ]Yes[ ]No Comments: j 9. Window 9:Wood Frame:Double Pane with Low-E,U factor:0.350 ( For windows without labeled U-factors,descn'be features: ( #Panes Frame Type Thermal BreaV[ ]Yes[ )No Comments: [ ] f 10. Wiudow 10:Wood Frarne:DOuble Pane with Low-E,U factor:0,350 For windows without labeled U-factors,describe features: ( #Panes Frame Type' Thermal BreW[ ]Yes[ ]No ( Comments: [ ] 11. Window 11:Wood Frame:DOuble Pane with Low E,U-factor.0.350 For windows without labeled U-factors,describe features: ( #Panes France Type. Tjiermal Break?[ ]Yes[ ]No Comments: [ ] ( 12. Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.350 ( For windows without labeled U-factors,describe features: DEC-03-04 SAT 10 :35 BOB FLANSBURG 5185818079 P. 06,._,,.,, #Panes. Frame Type Thermal.Break?[ ]Yes[ ]No Comments- [ ] I 13- Window 13:Wood Frame0ouble Pane with Low-E,U-factor.0.350 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ J No I Comments: [ ] ( 14. Window 14:Wood Frame-Double Pane with Low-E.U-£actor_0,350 ( For windows without labeled U-£actors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: j J I 15. Window 15:Wood Frame:Double Pane with Low-E,U factor:0.350 I For windows without labeled U-factors,describe features: I #Panes Frame Typo Thermal BreakO[ )Yes[ ]No I Comments: 16. Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?I J Yes[ ]No I Comments: [ ] I 17. Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.350 I For windows without labeled U-factors,describe features: I #Panes Frame Type Themal Break?[ ]Yes[ ]No I Comments: [ ] I 18. Window IS-Wood Fzame:Double Pane with Lbw-E,U-factor.0.350 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments- Doors: [ ] I 1. Door 1:Solid,U-factor:0.400 Comments: [ l I 2- Door 2:Solid,U-factor:0.400 Comments, I I Floors: j ] I 1. Floor 1:All-Wood Joist/Truss-Over Outside Aix,R-30.0 cavity insulation Comments. Keating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92 AFUE or higher I Make antd Model Number I I Air Leakage: Joints,penetrations,and all other such openings in the buildiug envelope that are sources of air leakage must be sealed. [ J I Recessed lights.must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance ftom combustible materials,If non-IC rated,the fature must be installed with a I 3"clearance from insulation- Vapor Retarder: [ ] I Required on tine warms-in-winter side of all norn-vented framed ceilings,walls,and floors. I Materials Identification: j ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined- [ I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided- [ ) ( Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. { I Duct Insulation; 518581S0z9 P. OT DEC-03-04 SAT 10 :35 BOB FLANSgURG [ ] [ Supply ducts in nconditioued attics ox ou%ido the building must be insulated to R-11. [ ] ( Retain ducts in,ttnaonditioued attics or outside the building must be.insulated to R-6,, [ ] ( Supply ducts in uneondidQned spaces must bs insulated to R-11. j ] ( Retum ducts in unaonditioued spaces(except bamuients)must be insulated to R-2. ( Insulation is not required on return ducts in basements_ [ Duct Construction- [ ] [ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics. ( (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. [ Exception;Continuously welded and locking-type longitudinal joints and warns on ducts ( operating at less than 2 in.w.g.(500 Pa). [ ] ( Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ J ( Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system.. [ ] [ The IIVt#C system must provide a means for balauging au and water systems. ( Temperature Controls: [ ] ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space ( temperature set point of the largest zone, [ Electric Systems: [ ] ( Separate electric meters are required for each dwelling unit. ( Fireplaces: [ ] [ Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] [ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction ( provisions of the Building Code of New York State,the Besidential Code of New York State or the New fork City Building Code,as applicable. [ ( Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a beat trap on both the inlet and outlet unless the [ water beater has an integral heat trap or is part of a circulating system. Insulate circulating 4ot water pipes to the levels im Table 1. ; 1 ; ( Circulating Hot Water Systems: [ ] ( Insulate circulating hot water pipes to the levels in.Table 1. ( Swimming Pools: 1 N [ ] [ All heated swim ming pools must have an on/off beater switch and require a cover unless over 20% ( of the heating energy is from non,-depletable sources. Pool pumps require a time clock. +! [ Mating and Cooling Piping Insulation: [ ] ( RVAC piping conveying fluids above 105 OF or chilled fluids below 55 T xnust be insulated to the ( levels in Table 2. DEC-03-04 SAT 10 :36 BOB FLANSEURG 5185818079 P. 08 J J fable 1: Aflaiinuin Insulation Thicknessfor Circulating Hot Waterpx�es Insulation Thickness in Inches by Pipe Sizes_ Heated Water Ikon-Circulating Runouts Circulating Mains and Runouts Temperature F U" p to lit Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2 Minimum Insulation Thickness for RVACPipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes_ Piping System Types EMge F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(fox feed watex) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Re£xigexaut, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)