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98-578 (2) I ' I I I I I I I I i i I I I -- j I I II I I I I I I I I , I I I I i I � I I I I I I J I I I I I I i I i I � I I I I I I I I I I i I I I � I I \ I I\ I I i ' II I I j I I ' I L ! � I I I I I } { O I I f E. 12EAR ELEVATION .v, (LAKE V!E�,� SCALE: 1/4' = 1'-0" _ a ! I , q`kill I i y I _ I Ii , I I I I I I I I I I \I I � I r--; r--- I I I I \ I I I \ \ I I \ I i v L � I i I I I I v +' . I i i . I 5: TO 88M iM 011 EACH RWIR LEVEL i C llDING CELLAR OR UMINENT.ALL SN10KE M SHAD,BE INTERCONNECTED ON A II : L Yp, 1EllEt& I I , - NOTICE I FOAM MSUL=14 MUST BE COVERED ' . I BY A 15 MgM.' THERMAL BARR!rP I � O NOTI CE a MW PAPER tN,SU unoN N�U ST BE Q i COERED►BY NWOMBUSTIBI.E BARRIER I / G I I TOWN OF QUEENSBUTIV BUILDING DEPARTMENT Based on our limi':ed examination. compliance with cur comments shall not be construed as indicating Plans and specifiratio s are in full j compliance with the code. I I LcoEm I ' FRCINT E x _ LEVATION I r Jc� E I b 12UTLAND ENGINEERING P.G. COB: OLO NY C FT HOI"1E5 INC.I 27 MAIN ST. BALLSTON SPA, NY 12019MARK DATE REVISI ----I ,� 0 N S NOTES: DRAwN BY: 288 ROOMS ROAD �%Ci PHONE : 399-ro5ro0 FAX: 399-0327 coPIES OF THIS PLAN NOT BEARING AN INK OR EJR \ GLIFTOh�J PARK, NY 120�05 EMBOSSED SEAL, OF NY REG. #066487, 5+-tALL <�QQIOE ROUTE 9L NOT BE CONSIDERED A TRUE OR VALID CORE DATE: � CUSTOM RESIDENTIAL PHONE: 383-�-ro77 FAX: 383-6599 LIGHT COMMERCIAL SITE PLANNING oJ/oJ/oJB DO NOT SCALE:USE DIMENSIONS AS NOTED, s al j [IF 7F11 SUBDIVISION DESIGN STRUCTURAL INSPECTIONS CUSTOM RESI ENTIAL CONSTRUCTION SCALE MAY VARY DO TO PROCESSING OR MINOR , MODIFICATION OF THE PLAN �I THE CONTRACTOR IS RESPONSIBLE FOR �i 06 �It UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT IS A VIOLATI METHOD, MEANS, SEQUENCE OF CONSTRUCTION ON OF SECTION '7 OFF / 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCA T ION LAW. AS WELL AS JOB SAFETY. O 4 y 0 LAWRE CF_ .H. RUTLAN'2 JR. PE i i ii s Jl 1� IN RIGHT ELEVATION SCALE: 1/4" - 1'-0" I I L—Ji LL , I- I I j I I I of II LEFT ELEVATION SCALE: 1/4' - 1'-O" k DRAWN BY: �0�' MARK DATE REVISIONS NOTES: � R U TLAN D ENGINEERING, P.C. COLONY CRAFT H O I`'I ES, I N C. CHKD COPIES OF THIS PLAN NOT BEARING AN INK OR EJR S�� EMBOSSED SEAL,OF NY REG. #OG8487, SHALL DATE: H, 27 MAIN N ST. BAL-LSTO N SPA, NY 1201� 288 GROOMS ROAD NOT BE CONSIDERED A TRUE OR VALID CORE � GLIFTON NARK, NY 120ro5 9/0/�8 PHONE : 3J9—r05�00 FAX: 3.9g-0327 ROUTE OL PAGE: DO NOT SCALE:USE DIMENSIONS AS NOTED, z PHONE: 383-4077 FAX: 383-6599 SCALE MAY VARY DO TO PROCESSING OR MINOR ' VF1 iB MODIFICATION OF THE PLAN CUSTOM RESIDENTIAL LIGHT COMMERCIAL SITE PLANNING THE coNTRAGTOR IS RESPONSIBLE FOR o63 CUSTOM RESIDENTIAL CONSTRUCTION METHOD, MEANS, SEQUENCE OF CONSTRUCTION 2 OF 7 O E $1 SUBDIVISION DESIGN STRUCTURAL INSPECTIONS UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION AS WELL AS JOB SAFETY. r 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. LAWRENGE .H. RUTLAND JR PE ;d 37'6 I ��- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� T r — - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — SO sp I ' I I ! ! 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M 7 / 49'8 3/4 Rw 9)1 \\� / / / N►�j 2X2XT PC FTC.46" BELOW GRADE W/6"SONO TUBE TO GRADE (D, / /'000 — - - /i/ — — — — — — — — — — -- — — — — — — — — — / 16 FROST WALL - - - - - - - - - - - - - - - - - - - - - - - - - — �1 R 10" FROST WALL it' 4'4 10'4 7/8 I �- a rz / X•�\ \ I ' \ \ \ 14'2 1/2 3'10 24'6 \ \ \ /i / FROST WALL / FOOTING LAYOUT SCALE: 1/4" - 1'-O" �� T6 i x JOB: NOTES: DRAWN BY: . RUTLAND ENGINEERING, P.C. COLONY c FT HOMES, INC. MARK DATE REVISIONS CHKD EJR ��M COPIES OF THIS PLAN NOT BEARING AN INK OR 27 MAIN ST. BALLSTON SPA, NY 12019 2880 OMS ROAD � � EMBOSSED SEAL, OF NY REG. 2#066467, SHALL DATE: NOT BE CONSIDERED A TRUE OR VALID CORE PHONE : 399-0560 FAX: 399-0327 GLIFTON PARK, NY �2OroS DO NOT SCALE: USE DIMENSIONS AS NOTED, ROUTE 9L SCALE MAY VARY DO TO PROCESSING OR MINOR PAGE. I PHONE: 383-4ro FAX: 383—�oS99 MODIFICATION OF THE PLAN CUSTOM RESIDENTIAL LIGHT COMMERCIAL SITE PLANNING - THE CONTRACTOR IS RESPONSIBLE FOR CUSTOM RESIDE TIAL CONSTRUCTION METHOD, MEANS, SEQUENCE OF CONSTRUCTION 3 OF 7 �E 'ttl► '�� SUBDIVISION DESIGN STRUCTURAL INSPECTION" UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION AS WELL AS JOB S Y AFET . O 7 209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. CE. UTLAND JR PE I g 55'-7" I I DECK TRUSSES WALL TYPE A � W TYPE F 18'-1" 37'-6" 5"STONE ALL E o 11/7 AIR SPACE � '� WALL TYPE B � 1/7 S.R STEP DN. 4" B'BLOCK -_ a VAPOR BARRIER ° 1/7A1R SPADE 1/7 S.R `j 7X 6 STUDS®16'O.0 VAPOR BARRER I� 7X 6'STUDS®16'O.0 6'9.19 F.G.INSUL 2"X 6"STUDS m 16"C.0 6"R.19 F.G.INSUL 'a 1/7A1R SPADE 6 9.19 F.G.INSJL VAPOR BARRIER EN I 5 5TONE. , 1/7 9.R 1/7AIR SPADE 10"POURED GONG. - — �� �O BM. PKT. �., I BM PKT. M v Gl - - - - G1 - - • — - - - -'- G' - - - - - - - - - - - - - i - - - M - - - - - - — i I - - —,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PT SILL PT RIM JST 1E 12%10" ui; 11'-10" I 12'-10" 9 = IT GRADE -------- o � � p. ij oiv ' - - — - — - — - —T JOIST ANCHOR 0 It - z NIzU) tb Z w Q 4'X4'�2' P.C. o FOOTING W/N S , u 4'DA. STL. COL. N w UNE OF FRAMING DETAIL 01 DETAIL G2 DETAIL 03 ---------------------------- -- ------------------------- \ 20-6 1/4" € _ STORAGE M a" P.c. - - - - - - 7 - - - - -I- - — - - - - I - — - — - — - — — - — - - — - — 14R Q 7 7/16 G3 p) O C COI 00, BM. PKT.I UP ''IECHANICAL ROOI"I ' i BM. PKT. i SLAB so 5'-0" E; - �� 8 --- - -; ------ - 9 11 1/2 �►� (2)1 3/4'X 9 1/2" ML. BM.. 24'X24'X 12" P.G. FTC. + C:2�6 ," 00 - - - - - - - - - - - - - - - ' W/4"DIA. STLPOST Lo '-------' '-- -- --' '--- ---' �P') - 1 O M ., coi , UP o ( I RaL U I1H751 O --------- A o RA o @J ULo J — - — - - — - — - — - r- O N @j (2)1 3/4'X 9 1/2" ML. BM. 36, SDI --------' -----'--' U) CA, WLo O� ui SD; o�C j h'b T-5 3/8" p BM. PKT.,UA 00 RAJ BM. PKT. 12'-5" T-6 1/2" T-10 7/8" 4'X6'1/4'ANGLE HEADER W/BOND BEAM ABOVE 4'X6'1/4'ANGLE HEADER W/BOND BEAM ABOVE 4'X6'1/4 ANGLE HEADER W/BOND BEAM ABOVEI / FILL CORES SOLID \/SLIDER TO FTC. (TYP.) — — - - - 1 _ - - - - - - - - - - - - - I - - -I- - — - — - — - — - — - — - — - ., _ �r �� ��N� •� (:AD - — - — - — - — - — - — - ' �p - — - - — - — — - WBX 10 STL.BM.W/7XG'NAILER BOL7ED TO TOP FLANGE ' _ — - —— — -ul- - — - — - —I- ''- a- - -�C`J— !_ - - - _ — _ — - 'rt 1OX4X1/4 T.S. BEAM 9,- BM. PKT. 9'-0" 16'-1 9/16", �c4,\ G P \ 50'-4 9/16" /� ! qw i m D�6 BM. PKT. +jam % �p� I , S� r\ ' � _ —— - - * - _ _ lOX- - T.- - - - - -� — m- - -BEAM - - - - - DECK TRUSSES @24" O.G. ,I , e i \. N FIRST FLOORGANTILEVER i_-'I----' �, -' -I}-- ' I I w � co CA IV w \ o _ A I o�•/ ono k �' o A a c� / 4 . -' v BM. PKT. �4 -' ------- ?c I co r , r------ , is NOTES: v . IOX�LXI/4 T.S. BEAM ' ' � - - - - - - - - - - - - - - - - ' � - - - 4'X6"1/4'ANGLE HEADER W/BOND BEAM ABOVE / Y 1 G' ./ �i \ ALL FOOTINGS TO BE 48" - —� - N HOT TUB I 1 0' / F BELOW GRADE MIN. L_ �- co BM. PKT. _ �b -LL POURED GONG.TO BE �— / 3000 PSI 28-DAY STRENGTH 14'-2 1/2" ,i 3'-10" USE 16'X 8"FTC.W/8'WALLS �I A 20X 10• FTC.W/10"WALLS A / ' ih T 24'X 12" FTC.W/12"WALLS ���/ � EAGLE BRAND CASEMENT WINDOWS `o ALL FOOTINGS TO HAVE WINDOW SCHEDULE R VALUE=2.6 A 2-#4 BARS CONTINUOUS �, UNLESS OTHERWISE NOTED MARK' NO. CATALOGUE NO. ROUGH OPENING 5F LT. SF VNT. S• /, F " ,N ALL HEADERS TO BE(2)1 3/4-X 91/2" �) 15 2000/F40roO/2Gro0 110"X721/2" 41.00 123.Oro ML. UNLESS OTHERWISE NOTED f�) 3 20rp0-2 48 1/2"X721/2" 1r0.300 17.44 ALL INTERIOR PARTITIONS ARE n NON-LOAD BEARING UNLESS C 1 2r0�00-2 001/2"X721/2 21.84 23.0 �) OTHERWISE NOTED 204r0-2 48 1/2"X54 1/2" 11.88 12.78 1 3046-2 721/2"X541/2" 19.8ro 21.02 O, 3 2ro4ro-2 ro01/2"X541/2" 15•88 %1 ro.90 , N 1 2030-2 48 1/2"X3ro 1/2" 7.42 8.14 01 T-6 1/2" T-6 9/16" " T, ro 2050-2 00 1/2"XOO 1/2" 17.8ro 118.9ro 11 9 1/2 11 9 1/2 OJ 2 2050-2 4.81/2"XOO1/2" 13.38 14.54 T-11/16" 71'-313/16" 23'-7" 1 F5050 ro01/2"Xro01/2" 17.8r0 N/A 114'_1 A X16" n 45-BAY 2 3 F40ro0 48 1/2"X 721/2" 10.305 N/A ON 2 3046 301/2"X541/2" 9.93 10.51 co) 2 2050 301/2"X721/2" 10.92 11.53 LAKE LEVEL FLOOR PLAN ® 1 2650/F4050/20030 110"Xr0O1/2" 33.53 18.9r0 SCALE: 1/4" = 1'-0" Q 1 3050-2 721/2"Xr001/2" 22.36 23.58 I� ALL WINDOWS IN HABITABLE SPACES MEET EGRESS REQIUREMENT5 OF 4.00 S.F. OF CLEAR OPENING AND 18" MIN. CLEAR OPENING WIDTH DRAWN BY: JOB: MARK DATE REVISIONS CHKD NOTES: R U TLAN D ENGINEERING, P.C. COLONY c RAFT HOMES, I N G. COPIES OF THIS PLAN NOT BEARING AN INK OR E"1R Q� 27 MAIN ST. BALLSTON SPA, NY 12019 288 GROOMS ROAD EMBOSSED SEAL, OF NY RED. #CE6487, SHALL DATE: �S`� R , GLIFTON PARK, NY 12Or05 NOT BE CONSIDERED A TRUE OR VALID GOPIE PHONE : 399-6500 FAX: 399-0327 ROUTE 9L 010108GE: � �� \ DO NOT SCALE: USE DIMENSIONS AS NOTED. PHONE: 383-4ro77 FAX: 383-0599 SCALE MAY VARY DO TO PROCESSING OR MINOR 7_17 MODIFICATION OF THE PLAN � pq CUSTOM RESIDENTIAL LIGHT GOMMERGIAL 51TE PLANNING QUEENSBURY NY,12804 063 GUSTO"I RESIDENTIAL CONSTRUCTION 4 OF 7 G HE St���°�` THE CONTRAG'1'OR IS RESPONSIBLE FOR METHOD, MEANS, SEQUENCE OF GONSTRUGTION O SUBDIVISION DESIGN STRUCTURAL INSPECTIONS UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT 19 A VIOLATION OF SECTION AS WELL AS JOB SAFETY. 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. LA RENGE .H. RUTLAND JR. PE i 2 84'-0 1/4" 37'-6" 71-511 11 -4 11 -4 7-5 9; 1 n t 11 1 11 I I I I ;� T (3) 2"X10 HDR (3) 2'X10" HCR (3) 2"XiC" HGR A9xB' O G ' 9X8' OHD ' 9'x6 OHD 3/4'X 11 7/8" ML.BM.— - — -, (3)1 3/4'X 11 7/8" ML.BM. 28'-51/16" 18'-11/4" 'c%)i — - - - - — — — — — — — — — — — -' - -- —_ - -I— - - - - 4'X6'X1/4 T.S - � 4'X6"Xl/4 T.S. t n 1 r n . » t n r " 1 " 12-10 11 -10 12-10 16-8 5/8 2-6 1/8 , 5-0 5-0 5-7 . /8 - G � NI r � 0 l I oM x ----•---_- z -- -------N✓TCa - - - _ - - =� - - - - - N ALL HEADER✓TO BE (2)1 3/4'X9 1/2' ML. LIGHT WE:0r- �.C. SJ -s I r 5TliG0 COLUMNS .. HDR. UNLESS I ' WAOXrO-ro/r0 OTHERWISE NOTED I I T i I 4" P.G. SLAB DBL R JACK ALL HEADES r , 4X6X1/4 T.S, TRIPLE JACK ALL BEAMS AND GIRDERS I - — (3)1 3/4'X 11 7/8_' ML.BM. - — - — - ,� TYPE 'X" SHEETROCK _ - — - — (3)1 3/4'X 11 7/6" ML.BM. E ALL INTERIOR PARTITIONS THROUGHOU Y — - — — - — - — - — - T GARAGE ARE NON-LOAD BEA;Z\S UNLESS OTHERWISE NOTED ' 81_001 �- _ i n "C" LABEL SELF-CLOSING . B 3*HAND Ral DOOR W/STL JAM F-CLOSING „C..LABE_SEL ol DN DOOR W/STL JAMB . A ENTRY I io j j I i (2) 13/L'XOJ1/2" " . rDR. Zl - - - - - - - - - - - - - fi 3 r0; C:2O ,1 BATH # I - - - - - - - - - - - - - - - - - - - - 00 5 6 �' � ENTERTAINMENT GENTER *24 .75 i .1 +- - - - - - - - - - - - - - _ - - - - - � 2)13/4'X91/2"ML. HDR. FLUSH] , iLo 3'Ra�L j 8'-3 3/4" 5'-4" 1IT-4 1/2" j Up REAR HALL 2'8 i c �j 1 LAUNDRY I I � i' 18R @ • 9n6� i b0 'RAIL 0 ' ' 4'-10" 8'-9 j 8 I I NI CS A :`9�, � � o' ? I TH RING R M � I _L • - - - 1 - - - - - - - - - - - - - I I', ' J I W .c`w l GA E C)O (2)1 3/4-x 91/2" f lL. HDR. FLUSH ! — — — i'�'I 28 co \ .3 iy I oc I 10-7 5/8 c e ►� Q FACE OF TRUSS TO FACE OF TRUSS U U� ' \►�6 I I 27'-21/16n G: "vI i U m l m I \ n KITCHEN 2r0 l j �. �L so � � ch f 1r_0,1 PANTRY N r�.0) C� I OPEN TO FLOOR ABOVE I p . BATH #1 3/"L'X 91/2.. ML. HDR GIRDER TRUSS _ _ _ STUDY � � — — - — - — - — '-- - - — - — - — - — - — - — - — - — - — - RM.S.F. 322.00 46 VENT 1432 %LT. 19-9 I _ 4' LIGHT WEIGHT P.G. SLAB •T� ;� 6% / W/6Xro-ro/6 WWM � I � w � DECK TRUSSES @ 24" O.C. I f ,� SUN ROOM Nll - �11ry \ ` rl �X and `r \ II r D� �� D D ry� r �19. `, B I I BREAKFAST AREA 9 o r , CF ' • �� I I I I I I I \ / 9'-0" k 8'-6" _ 8'-10 9/16" 9'-0" T-4" 7'-3" 4'-6 3/4" 4'-5 1/4" _ y i 1T-6" 4'-4 11/16" 6'-2 1/2" 4'-4 13/16" 1T-10 9/16" 23'-7 1/16" WINDOW SCHEDULE EAGLE BAR vALUE_2.6 NDOWs 3 MARK NO. CATALOGUE NO. ROUGH OPENING SF LT. Sr-V'\JT. _ 73'-11 9/16" �' 15 2�o�F4o6o�2�0 110"X721/2" 41.00 i 23.r:�6 B' 3 20r00-2 481/2"X721/2" 1rO.3ro 17.��4 J' 1 2ror00-2 r001/2"X721/2" 21.84 23.(:) r FIRST FLOOR PLAN 48 1/2"X541/2° 11.88 12.7�3 E' 1 30.0-2 721/2'X541/2" 19.8r0 21.C72 SCALE: 1/4" - 1'-0" 3 2r04 0-2 r001/2"X541/2' 15,88 1 ro.5'sJ0 ✓ G' 3 2040 301/2"X481/2' ro.94. 7.4.3 J 1 2030-2 481/2"X301/2" 7.4-2 8.1.:'- ',J ro 2ro50-2 r001/2"X001/2" 17.8r0 1&e)0 ' 2 2050-2 481/2"Xro01/2" 13.38 14.54. 1 F5050 r001/ZX601/2" 17.8r0 N/A 3 2�oso�Y2�o 1051/2"X 721/2" 140. 23.C:�rO 3 F40r00 481/2"X 721/2" 10.301 N/A J 2 304-0 3r01/2'X541/2" 9.93 10.°'.i1 CO 2 2�Or00 301/2"X721/2" 10.92 11.5:3 O 1 26soiFao5on6so 110"Xro01/2' 33.53;18.5?ro 1 3050-2 721/2"Xro01/2" 22.30 23°I`A AL.L WINDOWS IN HABITABLE SPACES MEET EGRESS REQIUREMENTS OF 4.00 S.F. OF CLEAR OPENING AND 18" MIN. CLEAR OPENING WIDTH -�OB: NOTES: RUTLAND EOLONY GRAFT HOMES, MARK DATE REVSIONS CHKD DRAWN EJRBY. ENGINEERING,I N E E R I N G P.C.�.C INC. COPIES OF THIS PLAN NOT BEARING AN INK OR 27 MAIN ST. BALLSTON SPA, NY 1201-9 S 288 GROOMS ROAD EMBOSSED SEAL, OF NY REG. #068487, SHALL DATE: Q PHONE : 3g�-�5ro0 FAX: 3g�-0327 GLIFTON PARK, NY �2Or05 NOT BE CONSIDERED A TRUE OR VALID C.OPIE010108 �>� N• JR PHONE: 383-4677 FAX: 383-�o59J ROUTE OL DO NOT SCALE: USE DIMEN510N5 A5 NOTED, RAGE: SCALE MAY VARY DO TO PROCESSING OR MINOR QUEENSBU1cY NY,12804 MODIFICATION OF THE PLAN 3 CUSTOM RESIDENTIAL LIGHT COMMERCIAL SITE PLANNING THE CONTRACTOR 19 RESPONSIBLE FOR S �� 063 CUSTOM RESIDENTIAL CONSTRUCTION METHOD, MEANS,SEQUENCE OF CONSTRUCTION SUBDIVISION DESIGN STRUCTURAL INSPECTIONS UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT 15 A VIOLATION OF SECTION AS WELL AS JOB SAFETY. O E st� 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. LAWR C: H. D JR. PE 3 • i 84-0 3/8 T-6" 22'-6" T_61' b _ 1 �p 2'X10"RAFTERS ©16" G.C. ' 2'X10"RAFTERS®fro"O.C. io — I NYS APPROVED SCISSOR TRUSSES V-44'O.C. 4 — --- 1177� co A , o I 0 , ® ry _ i E o41 w { I N I j � Il I N I _ I w MASTER BEDROOM #4 N I RM.S.F. 559.00 � D , (b %VENT 834 I W B �-' I %LT. 1235 W � NOTES: I •;; Q .;SD ALL INTERIOR WALLS ARE NON-LOAD ' , N n: • BEARING UNLESS OTHERWISE NOTED I 'Z �;I I DOUBLE JACK ALL HEADERS TRIPLE. j JACK ALL BEAMS AND GIRDERS ----------------------------- ALL HEADERS TO BE(2)1 3/4X , 9 1/2" ML. UNLESS OTHERWISE � i NOTED o`�o' 7'-6" 8'-3" 11'-71/2" 6'-4 3/16" , X 2X10" RAFTERS V 10" O.C. ;CEDAR I �� \ -. �' NYS APPROVED TRUSSES®24"O.G. CLOSET' m m n 1 6 I of J GIRDER TRUSS 12?C10"RAFTERS®fro"O.G. - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- ■ � �� �� (2) 1 3/4'X 91/2" I`1L. HOP, so - /� 2 i6i6 M y �i o! 26 CLOSETi \ I 10'-10 9/16" 107 sq ft I 9'-11 1/2" RA1lJNG � i o 6' u�• 14'-4 1/2" I j ! 50 co BATH \� �� u i— OPEN BELOW 64 sQ ft 75 sq ft co C6� i ry I 5'-5 9/16" 2 ro g j 22 \ \ y rb SD W DN 0 CIDn (^ A I �, N ^ 4'-0 1/2" T-9, A , I c2o 4� �� W 1 6 o MASTER BATH U o� ?• i p - Ul _; C? !"(A 4 #3 - STER BDRM 14'-101/4" a S A RM.S.F. 239.00 ° %VENT 9.64 OPEN BELOW L %LT. T7.15 344 Sp ft �� I lfl cN > R> �� SITTING AREA (� BATH Q MASTER BEDROOM #1Lo , - 07 SQ ft l!1 RM.S.F. 660.00 S + •�` T" / %VENT 6.72 \% O AA %LT. 14.84 \ `\ •C %L (2) 1 3/4"X 91/2 ML HD.R. (2) 1 3/4"C 91/2" ML. HDR. i ` - — - — - — - —GIRDER TRUSS— .. - - — - — - - - — - — - — - — GIRDER TRUSS \` �� - - - - - - . MASTER BEEDROOM #2 BLS \ S� S �' RM.S.F. 344.00 7X8'RAFTERS AND CLG.JST.V 16'O.C. \ A %VENT t1.61 ,\Q, %LT. 1653 ` Q St9 p QC NYS APPROVED TRUSSES @ 2Q-" O.G. _ p gy w S st9 M! SLIDER �7p �� \%\ GIRDER TRUSS �Q� rL�` u'• N� - - - - - - - - - - - - - - - - - - - - - - - - - - - - D D O B i ^ 1 m oo K Ln a w < � F1 3'RAIL 00 i I \ ` Ji L� F \ `F F-4 1/4" 8'-6" T-1 1/4" T-1 1/4" 1 8'-10 9/16" 9'-0" 11'-9 1/2" 11'-9 1/2" if EAGLE j I BA _EMENT n IdsWINDOW SCHEDULE3-7 3/4" 13'-10 1/4" 4'-4 11/16" R VALUE,2 66 23-7 I ` I MARK NO. CATALOGUE NO. ROUGH OPENING SF LT. SF VNT. 73'-11 9/16" A' 15 266oiFao6on66o 110"X721/2" 41.o0123.0r0 • 3 2000-2 481/2"X721/2" le,30 17.44 I G 1 20000-2 001/2'X721/2" 21.84 ,23.0r0 I D: 1 204-0-2 48 1/2)04.1/2' 11.<58 12.7E E' 1 304 0-2 721/2"X541/2" 19.80 i 21.02 r:F�l 3 204-0-2 001/2"X541/2' 1.5,,58 10 90 SECOND FLOOR PLAN C01 3 204.0 301/2"X481/2' 0.134. 7.4-3 SCALE: 1/4" - 1'-O" 1 2-030-2 4 48 1/2"X361/2" 7.42 8.1 ro 2050 2 001/2X6O1/2 17,60 18.9ro 2 2050-2 481/2"XOO1/2" 13.3E 14.54 K 1 F5050 r001/2Xr00 V2" 1780 N/A C' 3 /wwY� 1051/2'X 721/2" 4 rI;.40,23.00 3 F40000 481/2X 721/2" 10.30 N/A ON 2 3040 301/2"X541/2" 9..5-ID3 10.51 2 2(5ro0 301/2"X721/2" 10.02 11.53 n 1 26soiFaosoi265o 110"X601/2" 3=3.5318.9ro Q' 1 3050-2 721/2'XroO 1/2' 22.30123.5E op- ALL WINDOWS IN HABITABLE SPACES MEET EGRE:55 REQIUREI"TENTS OF 4.00 S.F. OF CLEAR OPENING/4+ND 18" MIN. CLEAR OPENING WIDTH JOB: DRAWN BY: RUTLAND ENGINEERING, P.C. COLONY CRAFT HOMES, INC. MARK DATE REVISIONS GHKD NOTES: COPIES OF THIS PLAN NOT BEARING AN INK OR F= JR 27 MAIN ST. BALLSTON SPA, NY 12019 288 GROOMS ROAD Gna/98 SMOKE DETECTORS EMBOSSED SEAL, OF NY REG. #GE8487.SHALL DATE: NOT BE CONSIDERED A TRUE OR VALID CORE PHONE : 39-9-0560 FAX: 300-0327 CLIFTON PARK, NY 12005 ROUTE 9L DO NOT SCALE: USE DIMENSIONS AS NOTED, PAGE: ; PHONE: 383-4077 FAX 383-0599 SCALE MAY VARY DO TO PROCESSING OR MINOR 3 CUSTOM RESIDENTIAL LIGHT GOMMERGAL SITE PLANNING QUEENSBURY NY,128 MODIFICATION OF THE PLAN " E $t7063 STRUCTURAL INSPECTIONS THE CONTRACTOR IS RESPONSIBLE FOR /'� C� CUSTOM RESIDENTIALMEANS, TI GONSTRUGTION METHOD, EAS, SEQUENCE OF CONSTRUCON OF C Y ' SUBDIVISION DESIGN UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF S Y.-SECTION AS WELL AS JOB SAFETY O �.,._,`/ 7209 SUBOVISION 2 OF THE NEW YORK STATE EDUCATION LAX V. LAWRENC:E .H. RUTLAND JR. PE ROOF CONSTRUCTION: RI✓GE VENT '40'FEAR F BERGIASS SHINGLES '154 FELT PAPER 1/7 CDX PLYWOOD SHEATHING W/H' CUPS 12 'NYS APPROVED TRUSSES @ 24'O.C. \ (DES ON PROVIDED BY SUPPLIER) \ HURRICANE CUPS AT PLATE lO 17 R 38=.G.INSULATION 1/7 S-,EE-ROCK \� 2"?d0"RAFTERS ®1 ro" O.G. 12 VENTED SOFFIT AND PROPER \ 10 VENT AT ALL EAVES hill ..ii F� I ! I II ! ' iPl 1 WALL CONS T RUCTION: 'SIDING AS/PER ELEVATIONS MASTER BEDROOM #1 7/16'ASPENITE SHEATHING i I II li ' 7XV STUDS @16'O.C. 6" R.19 F.G.INSULATION VAPOR BARRIER i I 1/7 SHEETROCKro ' I IN - - - 12 j L u IG 20" DEGK TRUSSES ®24"O.G. MASTER BEDROOM #4 E >c I� ROOF CONSTRUCT ION: BREAKFAST AREA RDGE VENT 12 J-O GLG. 40 YEAR FIBERGLASS SHINGLES 5 - v 1 #F E'_T PAPER 1/7 COX PLYWOOD SHEATHING W/H" CUPS I 'NYS APPROVED SCISSOR TRUSSES @ 24' �' n O.G. (DESIGN PROVIDED BY SUPPLIER) J 17 R 38 F.G.INSULATION `� JJ SHEETROCK :., 1JVJ2-0 J'JDG K-J_-JJ_.VVU JJ.JJ..JV JJJJ 1 JV I J_. ---- 12 ,!11 JVI UFOUNDATION CONSTRUCTION. SILL W/SEALER -- _I_ _ �J_•.I I-_JV1 LV J�J�JI''J%Vi'V i IJ iU U JJU^,JI;u 'l1+lI 'ANCHOR BOLTS @ 81-0'O.C. '/r,. 's *6 STONE VERNEER , �' f °LILL 8'BLOCK.WALL 20"DECK TRUSSES (V 24'O.C. �i WALL CONSTRUCTION: AIR SPACE VAPOR BARRIER —_ � 'SIDING AS/PER ELEVATIONS 1210 11,10 ' 12'10 1/8 '3 1/7 F.G.INSULATION R-11 — 7/16.ASPENI"E SHEATF-ING- '7X6 STUDS @fro'O.C. '7XX STUDS @ 247 O.G. 6' R.19 F.G. N5ULATION G 1/7 SHEETROGK WALL CONSTRUCTION: 'VAPOR BARKER \ "BLACK WALLS TO HAVE 1/7 5HE_�fROGK o DURAWAL_L EVERY OTHER I STUDIO ��T°NE VERNEER HOT TUB/ SUNROOM 6 ASPENITE SHEATHING GARAGE COURSE AND VERTICAL#4 BAR IDS 48"O.C. 8'-4° GLG. 7X6 STUDS O.C. '� R-19 F.G.INSULATION � VAPOR BARRIER 1/7 SHEETROCK I 48"#4 BAR PINS 24"O.C.(rYP.) WALL CONSTRUCTION: WALL CONSTRUCTION: I I I 'ANCHOR BOLTS @ 6-O'O.G. - 7XB'PT.SILL W/SEaJ ERmom FROST WALL WAS I / L� TYPICAL FOOTING CONSTRUCTION: z I •247X 17 P.C.FOOTING Q 7 RIGID INSULA ION R-10(rYP} I FOOTING CONSTRUCTION: '2-#4 BARSCONTIUOUS '47 DIA DRAIN TILE IN GRAVEL 17 P.G.WALL 2�-st4 BARS GO�N�TrUI OUS TO STORM WATER a a STORAGE W DIA DRAIN TILE IN GRAVEL c � ° I • I i MANAGEMENT AREA TO ST02"1 WATER MANAGEMENT AREA FOOTING CONSTRUCTION: W 20'X 10'P.G.FOOTING BARS CONTUOUS 4'DIA DRAIN TILE IN GRAVEL t TO STORM WATER MANAGEMENT AREA rJ SECTION IIC-C„ SECTION "ID-D" " _ SCALE: 1/4 1'-0" N SCALE: 1/4" - 1'-0' SECTION 'E-F 12 12 SCALE: 1/4" - 1'-O" I I I ' I 10, a I n n�.-r n ^"+"+ ('+^ " •nn n n� n nn nnn nn nn n nnn nn n. . I .. .J.. .,J.J JI,.J J'J JU;-. Jl. -IL; 'JU.1UVUUI-,UU'I VUL:�t: ^+n(�nnr .^.nr`^ ^r ^ .(•!rnr+l,•-.n.-��+n��^..n n�.. .. ^ it tl "s WALL CONSTRUCTION: } *SIDING AS/PER ELEVATIONS MASTER BEDROOM #2 i 7/1ra'ASPENITE SHEATHING 7X6 STUDS @i6"O.G. r '6 Rr19 F.G.INSULATION hi VAPOR BARRIER WALL CONSTRUCON: MASTER BEDROOM #3 1/7 SHEETROCK 'SIDING AS/PER ELEVATIONS I 7/16"ASPENITE SHEATHING 1 1 •7X6 STUDS V6.O.C. 12 a I i '6" R-19 F.G.INSULATION I I I VAPOR BARRIER �— cl 1/7 SHEETROCK 12 j f 20" DECK TRUSSES © 24."O.G. %I I I ' 20" DECK TRUSSES ® 24" O.G. I i � GIRDER TRUSS II ! ! N STUDY I Ili ; it GATHERING ROOM :I j- FOUNDATION CONSTRUCTION: j I ' I ' 7X8'PT.SILL W/SEALER 'ANCHOR BOLTS @ 8'-0'O.G. �� N '5'STONE VERNEER "8'BLOCK.WALL 20' DEGK TRUSSES ©24'O.G. A1R P r—� Tr- ---- S ACE VAPOR BARRIER' '3 1/2"F.G.INSULATON R-11 20"DEGK TRUSSES 0 24'O.G. 8� •7XW STUDS @ 24'O.C. HANGER 1/7 SHEETROCK r' FOUNDATION CONSTRUCTION: I 7X8'PT.SILL W/55AL.ER 'ANCHOR BOLTS @ 8'-0'O.G. REG. Roots I IASTE R BEDROOM #1 � #2 SECTION "A A" LAP POOL Roots 10 P.C..WALL 'AR SPACE VAPOR BARRIER 3 1/7 F.G.INSULATION R-11 SCALE: 1/4" - 1'-0„ 7Xa'STUDS @ 247 O.C. I V7 SHEETROGK I Ia TYPICAL FOOTING CONSTRUCTION: < 1j '20'X 10'P.G.FOOTING �< a °OLD WALL '2-#4 BARS CONTIUOUS 16 DOURED CONC. •I '4'DIA DRAIN TLE IN GRAVEL FROST WALL _— I-GOOL INM So TO STORM WATER MIANAGEMENT AJZEA 17 P.C.FROST WALL • a tD iD, 17 P.G.FOOTING � �A Wt- a • 2_std BARS CONTUOUS ROOF DETAIL 'IF" FOOTING CONSTRUCTION: I '` - j �, < W DIA DRAIN TILE IN GRAVEL '37 X 16' P.G.FOOTING TO STORM WATER I I Ic 11-1.= i�I l i.=1,T^I N 3-#4 BARS GONTUOUS SECTION /' „ � MANAGEMENT AREA W DIA DRAIN TILE IN GRAVEL SECTION LJ—B' SCALE: / - - TO STORM WATER s < MANAGEMENT AREA c SCALE: 1/4" = 1'-O" N JOB: MARK DATE REVISIONS DRAWN BY: . RU TLAN D ENGINEERING, P.C. COLONY C RAFT HOMES, INC. CHKD COPIES OF THIS PLAN NOT BEARING AN INK OR EJ R 27 MAIN ST. BALLSTON SPA, NY 2O1 288 GROOMS ROAD (% � • 0/18/98 ADDITIONAL WALL DETALS AND POOL SECTION EJR EMBOSSED SEAL, OF NY REG. #Or8487.SHALL DATE: oQ�OfE.►SI GLIFTON PARK, NY 12OroS NOT BE CONSIDERED A TRUE OR VALID GOPIE p�1p�1p�8 PHONE : 3g-9-05(50 FAX: 3-9-9-0327 ROUTE OL DO NOT SCALE: USE DIMENSIONS AS NOTED, PAGE; PHONE: 383-4677 FAX: 383-•ro5g� SCALE MAY VARY DO TO PROCESSING OR MINOR QUEENSBURY NY 12804 MODIFICATION OF THE PLAN CUSTOM RESIDENTIAL LIGHT COMMERCIAL SITE PLANNING - THE CONTRACTOR IS RESPONSIBLE FOR 7 OF 7 CUSTOM RESIDENTIAL CONSTRUCTION METHOD, MEANS, SEQUENCE OF CONSTRUCTION SUBDIVISION DESIGN .,'TRUGTU;PAL INSPECTIONS UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS DOCUMENT IS AVIOLATION OF SECTION AS WELL AS JOB SAFETY. 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. LA N D JR. PE