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2009-335 MAP REFERENCES: 1 2 APPROVED nrx IS PSR YIP"rua1%a A,,- ! BURNT HILLS SUBDIVISION MAP OF MODIFICATION TO AN Appllcatio..n. _ DKC HOLDINGS, INC. APPROVED SUBDIVISION MADE FOR DATED.JULY 23, 2001 DKC HOLDINGS, Inc. L� 2009 LAST REVISED.JANUARY 17, 2002 BY.- VAN DUSEN&STEVES BY. VAN DUSEN&STEVES DATED.APRIL 9, 2003 � LANDS N/F OF LAND SURVEYORS, LLC Loning A(Iministrator KING TOWN OF OUEENSBURY S11°32 23RW 198. 13 AREA W 51,574.03 sq.ft. 1.18 acres APPROX. 5EPTIC a��0 SYSTEM O 011,W l a 1 LANDS N/F OF 1 b /o 0 GREEN 0 to o I Coo 0 LANDS N/F OF POOL GREEN ° 49.44' I DECK 0 Wppp PTRAMEp V to LANDS N/F OF Hou5E ° T.t^I NIAGARA MOHAWK a coo POWER CORPORATION N f?y 100.56' N V o � rn S05°46'08 N W \o g�o� •= _ \ -- 250.00 , / o r 1 / ' WATER,ELECTRIC AND GAS -�-- - !_ - - W 1 _ / / Q LLL��� PROPOSED OP D , ✓"`e I[ � W M to — GRAVEL DRIVE GARAGE GAR G yLn �U P (67 ar n SV 200.42' I �c N Qcfi l N05045 39 E 260. ill N05 48' 10 E ZONING INFORMATION r, I LANDS N/F OF ZONED-MDR CARDINALE LOT 13 LOT 12 SETBACKS aN. LOT 11 FRONT-30' SIDES-25' ;Uve seen or observed, or bell, REAR-30' {1L 13 ob:effts suC is ri. uses vv+'iiS lU i .,. ' ���. ,�:� �115t�nCe� r;• ,;�,.� ,.: a OWNER/APPLICANT �_�6 _oQ er ALFRED&DONNA GREEN —-- - - 498 SHERMAN AVENUE 'tir.i URE D'AIE a QUEENSBURY NY 12804 222-0287 a e1 June DALTERA LION OR ADDITION TO A SURVEY Scale 1'=3 0' a. MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A Map of. a Survey made for & VIOLATION OF SECTION 7209,SUB-DIVISION$OF THE NEW YORK STATE EDUCATION N LAW Alfred W. G r e.e n, I I S t eve RKED COPIES FROM nff OF RE OF THIS SURVEY YARICED WiN AN aRWHAI OF TI+E LAND SURVEYORS SEAL SMALL BE CONSIDERED TO BE VALID TRUE COPIES.' S 1 'CER7IR EREON CATIONS INDICATED H SMIF`f THAT a n d THIs SURVEY WAS PREPARED IN ACCORDANCE NTH THE Land S u r v e orsY ETOSTHE CODE OF PRACTICE FOR ITION SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION Oi PROFESSIONAL lAND SURVEYORS.SAD CERTIFICATIONS SHALL RUN ONLY Donna L. T-flvvrm TO THE PERSON FOR wwM THE SURVEY IS PREPARED,AND •oNHISBENAtjroTHETITLECpIPANrGOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY ANDSSI LENSING HE LENDING LISTED IIFnNON "'° Town of Queensbury, Warren County, New York ro THE ASSIGNEES OF illE LENDING INSIINTION.' C349 (518) 792=8474 New York Lic. No. 50135 NO. DATE DESCRIPTIO JUL 16 N0. _Green 30 .8- - .4 9 - - 0. TOWN p:QUEENSSU RY BUILDG& CODES EAVE DETAIL VINYL OPTION EAVE DETAIL VINYL OPTION. Z:: C I :I_ . L I NO SCALE NO SCALE ————.—.— .——_--- --�• '•-- ----,._� _ 1..._Z_1:=_::L Z_ _�Z _ L_1.-- L---.T_::- - S - 1 I 1/2 OSB ROOF SHEATHING -—---------—. —.-- --r ROOF TRUSS-—_— ----- __——.� T 1_ 1/2 OSB ROOF SHEATHING -L..w 1__:Z _`Z _ C VINYL - ==== T - 111 I J [�-_;_ C^ :L _.L �_ICJ_ ROOF TRUSS OPTION ==Z-===�;� ' OPTION ,=�TJ= --�- - r-- - - - - -- ! ALUMINUM FASCIA — ---Z IX6 FASCIA -- VINYL SOFFIT ___.----.-----.--� Q — --_ RT7 RAFTER TIEDOWN I "Z■ FLASHING _ RT7 RAFTER TIEDOWN IOPTIONALI METAL DRIP EDGE VINYL CORNER BOARDS --_—— i 1X4 CORNER BOARDS ; _._._—.—__—_—.——_—._ I ME DRIP EDGE _ _ _ METAL 1X6 FASCIA 2X6 SUBFASCIA DBL. 4 VINYL SIDING —--- T-111 SIDING j _- _r:�__:� �:_ -- I F CHANNEL I --- - I ALUMINUM FASCIA 24'-0" ,L 1 VINYL SOFFIT 3/8 PLYWOOD SOFFIT _ 26'-0" OPTION — 2X4 STUDS ® 16" OC 5/4X3 SOFFIT NAILER REAR ELEVATION ------ - - -- - - -- - --- ---- - -- -_- - -- - J CHANNEL RIGHT ELEVATION DBL. 4 VINYL SIDING 3/4 QUARTER ROUND 2X4 STUDS ® 16" OC NOTE: ELEVATIONS SHOWN SUGGEST DOOR 7/16 OSB WALL SHEATHING AND WINDOW LOCATIONS. ACTUAL LOCATIONS T-111 SIDING DETERMINED BY OWNER. 3/0X5/O FIELD BUILT BARN DOOR R.O. 3'-2 3/8"X5'-1 3/8" __ _ __ -� PRE-ENGINEERED ROOF TRUSSES ARE DESIGNED TO RESIST ROOF 24' --------- ---—.-- T � LOADS OF: 12' 12' _�_ .� _�_ 85 PSF GROUND SNOW LOAD w/ TRUSSES ® 24" OC CO�� _-----—-- __—— - - N Toy .I _l-_ J _l _ I .I_ [ L 10 PSF TOP CORD DEAD LOAD g -:-I J- i2 ---- ----- ---- ��� I r - - 40 PSF BOTTOM CORD LIVE LOAD INSIDE ATTIC AREA •�h —t4 I i _ ; _.:L._ _ ]:._. _:-i:]_L__C_�_I=1_�.=l-l::_].=1=. 1 10 PSF BOTTOM CORD LIVE LOAD OUTSIDE ATTIC AREA ZI; 1._ [ - ` l I_J_ J - 10 PSF BOTTOM CORD DEAD LOAD Z S- ----------- -- 90 MPH WIND LOAD — _ ROOF & FLOOR NOTES 1 l 1 a ROOFING SHINGLES " 0 15 FELT PAPER -- T I _T Z`.. ._ __ _T _C_L�_L_ _I _ —�_Z 44 -y T _-L: [y ._=1 _ _J-r-----I I-,---I---�----- ao \ G 1/2 OSB ROOF SHEATHING -L Z,___, _:Z_, _.L =—._I_ ROOF TRUSS 4 12 PRE-ENGINEERED GAMBREL --. ---.—_.—.—.— -r ----II : ROOF TRUSS ® 24" O.C. —— ------- ———— - °f o M c \ PERMANIM LTERAL TRUSS BRA(S1QG CID24 RM1E"rTAL DRIP ETIDEGg011NS ------——— — —--�` ———— —--_--- -- {. TOP COED - 1/2 On SHEATHING 3 8 PLYWOOD SOFFIT. BOTTOM CORD - 3/4 ThG 080 SHEATHING 1X8 FASCIA AND 2-ROIM 2X4 CONTINUOUS AS SHOWN ABOVE / " �'� TEES - Mm POINT AS SUM 3/4" QUARTER ROUND w\co 5/4X3 SOFFIT NAILERS & OSB FLOOR SHEATHING 15' GLUED & NAILED END TRUSS r7 ®® ® El WALL NOTES 2X4 EXTERIOR STUDS 0 16" OC -- � I � .� -- --- -----•------- _ . : � co � T-111 SIDING —._ LLJ 2X6 RAKE TREATED 2X4 BOTTOM PLATE LADDER w/ :, 4" CEMENT FILLED I 24'-0" L M BOTTOM BLOCKING Cowmygm � - --- - - -- -- - - -- - 28'_0_ OPTION —`- - - -- - - - -- - -- WALL SHEATHING 1; FOUNDATION NOTES 3 1/2" 2g'_5" 3 1/2" 1/2"Xi2" ANCHOR BOLTS FRONT ELEVATION. LEFT ELEVATION WALL STUDS BEYOND SPACED A MAX. OF 72" OC AND 2" BACK 12" IN FROM EACH END" 4" FRONT 8 CONC. HALL OVER 18 X8 GRADE DEEP CONC. FTG. REINF, LO - - W/ 2 #4 REBARS CONTINUOUS 4 CONC. SLAB OVER COMPACTED SOIL. SLAB REINF. W/ 6X6 W.W.M. ACTUAL DOOR OPTIONAL DIMENSIONS RAKE LAD D E R FRAMING DETAIL CROSS SECTION w T- 111 OPTION ARE \0 No ScAI.E NOTE: FOUNDATION MATERIALS NOT PART OF PACKAGE FIELD BUILT 3/OX5/0 BARN DOOR 1/2" T-111 am sm NOTE: CHECK WITH BUILDING OPTIONAL DISAPPEARING STAIRS DEPARTMENT EGARDINGLUSAGE OF ICE AND WATER SHIELD AT THE EAVES. 3'-2 3/8" ROUGH OPBriING +' a DISAPPEARING STAUMAY 8/4" JAMB STOCEIX4 DOOR co 3/8"U/4" SQUARE DOOR STOP a/e" T-111 DOOR 8@i FACE TRD[ p — _ —_ L� 7 J 2Y4 DOOR FRAME ATTIC ROOF TRUSS _ — 2 + X 2 4 , 2 8 GAMBREL ATTIC R°°F 'R°� R°°F '� ` 2 - CAR GARAGE PLAN JOD3T HANGER TV. Cq Em HEADER T-111 SIDING 3 1/2" BUTT HINGES 1X4 DOOR FACE TRIM T-111 BIDING " � 21t8 HEADER / LOCATE BTADiB AS ONE PAIR PER DOOR a/a" T-111 DooR B@1 54 j / DESIRED BETWEEN Scale: 1 "_ , „ APProved .N� Two TRUBSE�. /4 -i -o Drawn By. SRF BRICIm�om CASHRa ATTIC ROOF TRUSS .J j Date: 11/4/05 Job No: DIMENSIONS ABOVE ARE - ROUGH OPENINGS FOR CROSS SECTION THRU DOOR rARING STAIRS �c� AE BY CONCRETE SLAB Title: ELEVATIONS/X-SECT. Page: 1 No scam � 30_0" � NO SCALP' NO ` CURTIS LUMBER C O . IN C . E� C� M [� USE VARIAN N0. JUL 6 2009 SWA1 �- TOWN OF QUEENSBURY BUILDING& CODES 9'-5" SECOND tO co m 1 TI/s- ® x TOP PLATE t\• H ©- c� = H 14'-0" SECOND 7'-8 1/80 �7 ALL WALL FRAMING " TOP PLATE 37 O'-y 2 H 1 N >i'-7 1 8• d� $ 14'-0' SECOND TOP PLATE Of 10'-0" SECOND TOP PLATE ,. a 1/8 . " VIEWED FROM EXTERIOR �- i -8 s-m»a. 1 -5 »-raa ans 1'-8" x 0 CIO _ _ 11 1/4" 16" TYP. 6 3/4" 16" TYP. _ 9 -7 1/2 9'-7 1/2" x x \ \ \ \ CID \ o ao o v7 -� -{ ,� 2' 8" 2'-8" 1 '-4 1/2 1 If 11 L co yCO CO .� FRONT WALL C0 1 4 LEFT WALL 11 3/4" 16" TYP. 15 1/4" 116- TYP. 1 .1�'-'9 1/2" 11'-9 1/2" 7'4 1/2" 15'-8 1/2" T-S 1/8" 16'-9 1/2- 3 1/2" 3 i/2" NOTE: WALL FRAMING SHOWN SUGGEST 10'-0" SECOND TOP PLATS 14'-0" SECOND TOP PLATS w 14'-0- SECOND TOP PLATE T I { 9'-6" SECOND TOP pun ��`---- DOOR AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. x = x x co J o CID CID c 0 o It x ­4 Co , RIGHT WALL REAR WALL 1 � �yyq{II,� pCO 1 IID WOO �• co 11 10 6 8'-10 3/8. 11 1/8' AFT 11 11- - 12 LL MD 811T DOOR ON !�\ ` 3 asnova sorrolt rLAra TYP. 16" 15 1/4"- 15 1/4" 116" TYP. 15 i/4 116" TYP. 15 1/4 16 TYP. :� --" N � - -- -- - -- - — a 7'-8 1/2- le _0811 1 12 t ' i \ 24 1214 ' FIELD STUD END -� TRUSS AS SHOWN .,. 1 1 Ji - =f�=- - — -- --- —: DOOR & WINDOW SCHEDULE s=;� � �`,� � -, \'� ON EACH DRAWING UNIT R.O. WIDTH R.O. HEIGHT f __ ;.-_.._ \ � —_ .::-- _ _._._ _-_.._ -_ _�:_ :� / �` ! :' VSH2830 2'-8" 3'-0" _� ---� z i Y 12 2/8 6/6 2'-10 3/8" 8'-10 1/2" �j�----_ ---------..__----- ---------..___ -------- �----------_—_----.-------------------- � % � 24 1 /i 9X7 OHD 9'-1 1/2" 7'-Q 3/4" k ' END TRUSS , . _to ► ,,. r ,y 1'-8 a e' 3/0 5/0 3'-2 2/8" 5'-1 3 e" FRAMING �.. 12'-0" 12'-0" —� - i LIL - - --- --- -- -- - ----* -- - -- - - -- ------ 24'-0" �- - --_ �r�__=____=_---�.'_—=— =_�; —s--�' r� __ ____ _________ _____ _ _ ________,� - - ---- --t � END TRUSS � ®- 1 °° ) FRAMING I 1a©• REAR BALL a'-a" ( ax4 sTVDs 1 ► I I ( II 1 I 1'I s'-s- a'-s• 5'-e- s'-e• k. I = 1 _o�TIONAL 11 I -- - -- --- - - - -- -- -- - - - - - -- --�- - I 1. �•+ VSH 2830 vsa $_�z ��, 3B I CORNER DETAIL 3B :. I RIM R.O. 2'-8"X3'-0" Ir OPTIONAL ■INDW 111 1S INSTum. \ 1 I i- --- -- -- - - ------ ---- - - -% --- I N I I 8" CONC. WALL q�� ) ) PROJECTIO ( +I A c oo 1 ( I OVER 16"XS" DEEP c by 1 I ) CONC. FOOTING �tio/ I 1 •'P I ,i m 1 ) co m I ;o I REINF. W/ 2 #4 14 SLAB I c M \ M I i I REBARS CONTINUOUS i I i - - i / 6X6 W.W.M. ❑I m 1 III ` I \ -- — I c I ® LEFT WALL IIIIII 2 >-1[s -M Pr 1 2"X12" ANCHOR BOLT z CRO� DOPED oI I 1e-0 GRADE I - o f { I ( •� a I -I I = COMPACTED SOIL x I 24"S24•%I2" DEEP ) w o I { I Cl. 111 s 1/8- R1 Roux COLUMN x O 1 I i CONC. CC.��rrG �I �) w{ Opt-co d ap C EACH XAY. co I W rn"{ RWr WALL \ �'oo I �) 0 ( { ` �-- I c L - J i ) FOUNDATION WALL `I a ail cf) 3C I I I CQ I w pi nl � p I ) { n = I I UNEXCAVATED W/ I __ m r - - - --- - F -- - ---- - ---- � ®) I ( L 4 CONC. SLABPOURED OVER. I c I I n l I 1 SLAB REINF. W/ 6X6 I FOOTING I I m 1 I ) W.W.M. I ' I ) I A0 RO1OFUSS I I III 1 I ) i • DROP SHADED AREAS I I I �F4 REBAR SLAB TO POUR OVER 1 I I 16" I 1 3A I n1 I I 1 I ) •�ti, TYP. 3-PLACEs FOUNDATION DETAIL 3C ) I I I )� ) 1 { ao.� ( I 9X7 oHD I 9X7 oHD 1 __ _ _ _ __ ——_ _ — — —— I 4, A.I - R.O. 9'-1 1/2"XV-0 3/4" R.O. 9'-1 1/2"X7'-0 3/r 21e TRAM IIANQZR - -- ------ - - -_ _ __ __-._-_-- - - P.Z4 TETD. JACK STUD ON MAD 10 1/8- 10 1/8" 9'-1 1/2" R.O. 11-11", 9'-1 1/2" R.O. i'—ii oil DOOR U4 IING U4 onSTUD " 1 CK am 1' ,_ " .- " .- " --`�-�.�. 2 4 X2 4 ' , 2 8 ' GAMBREL ATTIC 24'-0" DOOR STOP 9 4 i/2 1 8 9 4 1/2 1 -9 1/2" � -- CAR GARAGE PLAN lie r - 24'-0" � ' Approved Y' 1'-9 1/z" H 1 $" 1'-g- OH ©- 1-©/8' mcxmou'� L Scale: i/¢"_1'_p,• Drawn B SRF FRONT WALL 1�$ 1�1 T 111 SIDING ;,� : s Date: 11/4/05 Job No: FLOOR PLAN FOUNDATION PLAN na.�OH DOOR JAMB/FRAMING DETAIL 3A Title: FLOOR, :DN.:PLAN Page: 2 CURTIS LUMBER CO . , INC .