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Home My WebLink About20210599 Chapman Exterior Modifications Revised Plans II II II II II II II II ' ' ' ' ', ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ------ III - _ J _ II II II II I I^ • III AWN 2030 3068 FG9LI CA 2046-3 6068 FRENCH CA 2046-3 DH 3036 \ / \ / \ / �■�■�dM '_' ' ' \ / \ / \ / a -. I' 'I II_ • II' I•�I W IS�� . 1= =1 . . , -------- -------- — I i_ CA EXISTINSCALE: 3/16" = 1' 0" FRONT ELEVATION ■ 0 3 G 2868 N iLp ry 2868 • 3068 CO . :I. ____..,11 r i• •1 111, I• I CA 2046-3 CA 2046-3 CA 2046-3 DH 3036 J 5068 CO 0 F DN 1 z .7:7:75: 1.\‘ 1::::::=.7=7.1...::,..1 ::1::: li,...: ,,=.=:l::=,.....,:=:=1:_ mL: l: :_, : l: :__w,_..., : l: : l: : l: : _l: : : l: : l: : l: : l: : : l: : R tic a It 1 1 1, 7 ..i ....•,.. 151.[ 111111111111111111111111111M- . 6/______.wwwwwwwl • _mum musimusisi ._ • . _____________ ____________ _____________ ____________ • ____________ _____________ ____________ ,___L- 3068 CO frr II II II II II II II II II II I 1 o r//,r \\ym.NviiAw,A,R\vffA Y-/fAwffmay'//tovwA\ '//\vvhc\vv/, \VWAV'//,r //,� //,fl\Y//LI\1�//.r� /ZOY�Y //A//i /// //L //,fC\l Z&11t0Z&Y//,lCVYZ,.lC�\l�//,fC�\l�/��\l�//,�\y// \ O —1 CIEXISTING RIGHT ELEVATION 4 SCALE: 3/16" = 1'-0" L .,,. ., _,II_ DH 24310-2 3068 FG/9L DH 2636 DH 2636 �/I D O E REVISIONS: N , , , , , , , , , , , , , , , , , , , , , , , , , , , „ , , , , , , , , , , , I_ �, ' '' T ? Al \ J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . ._i_. . . . . . . . ._i_. . ._i_. . ._i_. . ._i_. . . . . . . . ._i_. . . . . . . . ._i_. . . . . . ._ PLANS STATUS: EXISTING FIRST FLOOR — Prelim#13/24r21 \\ /' \\ /' Constrcution Drawings 7/16/21 1 1 SCALE: 3/16” = 1'-0" u I I ' 2668 2668 III\II II II II , III I I I III Jl I II ll LL Demetriou Designs Andrea Demetriou-d2drafting@gmail.com L 22 Golfview Rd, Hadley, New York 12835 1 'I ., .. Imo. .. .. .. � V F - - . c i i \L., C r/ \\ C/� �� I PROJECT INFO • AWAX#71#71A Ce ///////////%//////////////////// //////%//////%////%////%%////%/A Heather Chapman R 345 Church St EXISTING REAR ELEVATION Saratoga Springs, NY 5/\ SCALE: 3/16" = 1' o° Saratoga County 5068 BI-FOLD 2668 SHEET TITLE 2668 II 2668 EXISTING LAYOUT 5068 BI-FOLD rrr??? Ni068 BI-FOLD Nr 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A-0 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . g . ,. .... ., ., ., ., ,. ,. ,. .... ., ., ., ., ,. ,. ,. .... ., ., ., ., ,. ,. ,. .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I .... ,/ ) ., ,. ,. ,.� \\ ,, , . . . . . . . . . . . . . . . . . . . . . . . . . ,. .:. ., ., ., ., ,. ,. ,. .:. ., ., ., ., ,. ,. „„ \ / \ / is . , „., , ) ., ,. ,. ,,,,__.....,. .:. ., ., ., .„. ,. ,. .:. ., ., ., ., ,. ,. ,. .:. ., ., ., ., ,. ,. ,. .: ___ ___ _____•_,_, 1 _____ _____ ___ ___ // P Y+ r DH 2636 DH 2636 ��— �—-------- \ — 11111111111111 SI I 1' 1IIIIII�I II II11 1IIIIII�I I' ''ti11 1 'I �I I ' ti11:11 I I ' ' 11 ' �I '�'�' II .;I- EXISTING SECOND FLOOR 2 7 r I I SCALE: 3/16" = 1'-0" v `fir - W THESE DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCEWITH THE REQUIREMENTS OF THE EXISTINGLEFT ELEVATION NEWYORK STATE BUILDING CODE. DISCREPANCIES 6 BETWEEN THESE DESIGN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE SCALE: 3/16"= 1' 0" ATTENTION OF THE DESIGNER AND THE BUILDING OWNER. ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OF THE BUILDING CODE. GENERAL NOTES 1.DO NOT SCALE OFF BLUEPRINTS. USE DIMENSIONS GIVEN. CALCULATE ADDITIONAL DIMENSIONS BY USING THOSE SHOWN ON PRINTS. 2.WOODSTOVE/FIREPLACE,HEARTH AND CHIMNEY INSTALLATION PER MANUFACTURERS SPECIFICATIONS AND NFPA STANDARDS. MAINTAIN 2"MIN.FRAMING CLEARANCES AT ALL TIMES. 3.GLULAM POSTS SHALL HAVE A"COMBINATION#50"DESIGNATION GLULAM BEAMS SHALL HAVE A"24F-V3 SYP/SYP"DESIGNATION/ 4.LOAD CARRYING CAPACITY OF GLULAM BEAMS,JOISTS AND POSTS IS GREATLY REDUCED BY ON-SITE DRILLING,NOTCHING OR PLANING OF SUCH MEMEBERS. IT IS VITAL THAT THE ENGINEER BE CONSULTED PRIOR TO ANY SUCH MODIFICATIONS. 5.SEE DOOR AND WINDOW SCHEDULES FOR ROUGH OPENINGS. 6.FININSHED SQUARE FOOTAGE CALCULATIONS FOR THIS BUILDING WERE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FININSHED SQUARE FOOTAGE AS BUILT. CALCULATIONS WERE MADE IN ACCORDANCE WITH ANSI-Z765-1996 7.DO NOT REMOVE OR RELOCATE BEARING WALLS AND POSTS. 8.ALL NON-DIMENSIONED INTERIOR PARTITIONS ARE 3-1/2" (2x4 CONSTRUCTION) 9.SOME LOCAL CODES REQUIRE SMOKE DETECTORS IN ALL SLEEPING ROOMS. VERIFY WITH LOCAL AUTHORITIES. 10.MECHANICAL VENTILATION REQUIRED IN ALL BATHROOMS. 11.INSTALL APPROVED SAFETY HANDRAIL ON ALL INTERIOR STAIRS. HANDRAIL TO BE 2"MAX DIAMETER INSTALLED 3'-0"MAX ABOVE TREAD NOSING. BALUSTERS TO BE SPACED AS TO PREVENT PASSAGE OF 4"SPHERE. I I I I I I I I I I I I I I I I 12.FOR ALL INTERIOR WALLS USE(2)-2x6#2 SPF HEADERS W/1/2" SHIM ON ALL 2x4 NON-BEARING WALL OPENINGS LESS THAN 6-0". USE(3)2x10#2 SPF HEADERS IN ALL 2x6 WALL OPENINGS LESS THAN 6'-0"USE HEADER GRADE LOGS OVER DOOR AND WINDOW OPENINGS AS SPECIFIED IN CONSTRUCTION GUIDE. 13.SPERATE GARAGE LIVING SPACE ABOVE AND ADJACENT WITH ■ ■ ONE(1)HOUR FIRE RATED ASSEMBLIES AS REQUIERD. 1 1 ilB -06 ■ • ■ III l• U 19.3"/ / II 51/2"/ -11" 4'-6" 6-11" 51/2" • Al CO CV m 6' DH 2636 Jr DH 2636 N LJ N N 11-1 O N 4-PLY 2x6#2 SPF - J • DH 2646 POST OR 6x6 EWP 3068 FG9LI CA 2046-3 6068 FRENCH CA 2046-3 DH 3036 CJ (2)-2x 2#2 SPF HEADER ABOVE ■ ■', � _„\� _ �� _ _ TYPICAL FOR OPENINGS <3'-O” Q N "- nil` I_ _I' I' 'I ISI♦ �I 111 I I• I ON SINGLE JACK STUDS. a (3)-2x 12#2 SPF HEADERS FOR 00 0 OPENINGS > 3'-0" ON DOUBLE o m 1 \ / JACK STUDS. m 11'-6 1/2" 3 1/2" 13'-6" 4" 29'-4 1/4" 4" 11'-5" 5 1/2" "v m N 1 • I J cn 1 DINING AREA MASTER BEDROOM m N z 0 CV 1— m GAME ROOMco m J 16'-0" 3 1/2").4.�'-0 l/2• , BEDROOM 4 m _ QIz LIVING ROOM I m N m < U O U, (0 CO 2(0 J N _ O C - �m n l0 I O Iii o O O z 0 1--- H \ 00 mIN co N Q v v ♦ 1 N 2868 m ♦ _ �♦ rn IJ 2668 N ■ co i m l n 5 1/2' , 3 1/2"co ./ co 2868 LINEN 4-PLY 2x6#2 SPF 1 co coo 3'-2" 2'-6 1/2" 6-9 1/4" POST OR 6x6 EWP co 1 F N co CLOSET N 2068 BI-FOU 2668 2668 I �o ♦ + 4' b m `/ CA 2046-3 CA 2046-3 CA 2046-3 DH 3036 ❑ '/ „b 410,,.7----- o Z / m BATH ,, '69 N N5 - MV- N 00 BATH i o O ao - MVEs 7 LL ■ , • , 0co 51/2' , 9'-3" 31/2"// 3'-1 1/2" 31/2"// o N Coco N I KITCHEN q10---\ U - \ l2668 � r N V /� 4 5'-1 31/ 3'-2" 31/2" ril o -\- ,1\1/2"/ n REVISIONS: � 2668 PO . 0 1 1/ 5.8.. 1/2"i i - N s_ 5068 BI-FOLD 2668 2668 m . u } }J-1 OOoV _} I OOO `/ " co 4068 BI-FOLD - UP p1 N r N 4-PLY 2x6#2 SPF N LAUNDRY POST OR Cx6 EWP m . n 0 9'-1" 3 1/2"// 8'-11 1/2" Prelim#1 3/24/21 m vco 14 Constrcution Drawings 7/16/21 9'-4 1/2" 3 1/2" 1'-11 1 2"1, 6-11 1/2" o _,.._co N 0 m� Demetriou Designs 1,/ o I Andrea Demetriou-d2drafting@gmail.com B N BEDROOM 3 N 22 Golfiiiew Rd, Hadley, New York 12835 m m -06 1 '0 BEDROOM 2 i 193 A o PROJECT INFO m o -06 0 v MUDROOM _ v ENTRY •— N Heather Chapman U zo 2x6#2 SPF FRAMED WALLS .� �w/STUDS @ 16"O.C., DBL TOP PLATE,SINGLE SHOE, 7/16" O.S.B., Church St 16 m m i' 06 HousEWRAP AND DESIRED SI DI Saratoga Springs, NY (V N Saratoga County Ln DH 3050 DH 3050 Ln �\ 51/2"• 4'-8" 9'-0" if 19._3.. 4'-8" 51/2"/ / SHEET TITLE 18'-7" / / I. 'II' ��I_ / 1st FLOOR PLAN DH 24310-2 3068 FG9L 2nd FLOOR PLAN SCALE: = 1'-0" 2 " A_0 21 ( j) MAIN FLOORPLAN SCALE: 1/4" 1 -0" THESE DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCEWITH THE REQUIREMENTS OF THE NEWYORK STATE BUILDING CODE. DISCREPANCIES BETWEEN THESE DESIGN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND THE BUILDING OWNER. ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OF THE BUILDING CODE. ELEVATION VIEWS ARE AN ARTIST RENDITION. ACTUAL FINISHES, TEXTURES, TRIMS, GRADING, ETC MAY VARY FROM DRAWINGS i /\ i / \ / \ 1 1 1 1 I I I H 1 :II::: I,,/: 1 II II II II . .. .. .. .. .—. .. .. . „ „ „ „ „ „ „ „ „ „ I. .. .. . .. .. .. .. . — . i,,,,,,,,I __________________ 121lllI �. — — i i . . i \ \ — \ / \ / I f - I/ . MN I f ' -x i \ - L i /N \ \ \/ / /\ \ \ y//\.\\ / //> \\ <// ) -\\\V"\\\ C�� > \ - NORTH ELEVATION 1 SCALE: 1/4" = 1'-0" REVISIONS: ___A____ iimI ' , PLANS STATUS: Prelim#1 3/24/21 Constrcution Drawings 7/16/21 Demetriou Designs I2 Andrea Demetriou-d2drafting@gmail.com 22 Golfview Rd, Hadley, New York 12835 PROJECT INFO 10io . — -__ _ Heather Chapman 111 12 345 Church St 2, __ 11111111111 Saratoga S rin s NY _____________________ - ��I�I�II Saratoga County Y i i i i I SHEET TITLE ■------■ .------I_----_ 1! _____ • _____ _.___ _ -----I ELEVATION VIEWS --- -----. ------ _.___ -- -_____ --- -----. ------ _.___ -- -_____ -limmimmimmilmmimmimmimmimm......m . A.03 „ I „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , , , „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ , „ I „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , „ , „ „ II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, 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 I I I I I I I I I I II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, II, I, II _ _ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ „ , I. I_ 1 ........................................., . .-........ I 7 �� EAST ELEVATION SCALE: 1/4" = 1'-0" THESE DRAW NGS HAVE BEEN REVIEWED FOR CONFORMANCEWITH THE REQUIREMENTS OF THE NEWYORK STATE BUILDING CODE. DISCREPANCIES BETWEEN THESE DESIGN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND THE BUILDING OWNER. 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II I I I I I I I I I I I I I I II I I 1 1 1 I 1I 1I 1I 1I I 1 I I I I I 1 I II I I 1 ii.i I II I.! 0 SOUTH ELEVATION SCALE: 1/4" = 11-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 I I I I I I I I I I I I I I I I 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 REVISIONS: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 I I I I I I I I I I I I I PLANS STATUS: L — Prelim#1 3/24/21 Constrcution Drawings 7/16/21 Demetriou Designs Andrea Demetriou-d2drafting@gmail.com c 22 Golfview Rd, Hadley, New York 12835 PROJECT INFO _ Heather Chapman ' 1 ' 1 ' 1 I I - I I - 1 IIIII1 1 1 ' 1 ' 1 345 Church St _—• I 1 1 1 1 1 1 1 1 I I I I I I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 1 I I 1 I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I Saratoga pringS, NY • 1 1 1 1 1 1 Saratoga County 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' 11 \\ 1 ' 1 ' 1 ' 1 ' 1 ' 1 I I I I I I I I I I I I I I I I I I I I I I \ 1 1 1 1 I SHEET TITLE ) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ • 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 \ 1 1 1 1 1 I 1 I I I I I I I \ 1 1 1 1 1 I ' 1 ' ' ' ' ' ' ' / 1I' ELEVATION V I E W SIIIIIIIIIIIIIIIIIIIII , • 1 1 1 1 I 1 1 1 1 1 I / , ' ' ' ' ' /IIIIII 1 u ri - II u ' ' ' ' ' IIIIIIIIIIIIIIIIIIIII // • I I I I I I 1 1 I I P 1 1 1 1 1 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 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 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 1 I I 1 I I I I I I I I I I 1 1 1 1 1 11I ) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 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 I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I I 1 I I I I I I I I I I 1 1 1 1 1 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 I I I I I I I , A.04 • 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 I I I I I ) 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 11 111 111 111 111 111 111 111 111 111 111 111 111 11 1. I 7 1 F �� p```ip �� p```ip �� p```�� p```�� p```�� p```ip p```ip �� p```ip �� p```ip p```ip �� p```ip �� p```ip �� p```ip �� p```ip p��`� r--- WEST ELEVATION 2 SCALE: 1/4" = 11-0" THESE DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCEWITH THE REQUIREMENTS OF THE NEWYORK STATE BUILDING CODE. DISCREPANCIES BETWEEN THESE DESIGN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND THE BUILDING OWNER. ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OF THE BUILDING CODE. ROOF FRAMING: 1. ROOF SHEATHING: 5/8"STANDARD, CDX O.S.B., (OR PLYWOOD)APA#32/16 MIN NAILED TO FRAMING WITH 8d NAILS @ 6"O.C. EDGE NAILING (E.N.)AND 12"O.C. FIELD NAILING(F.N.)UNLESS OTHERWISE NOTED. STAGGER ALL END JOINTS AND RUN PLYWOOD PERPENDICULAR TO THE DIRECTION OF THE FRAMING. 2.TRUSS DESIGN BY TRUSS MANUFACTURER(WHERE APPLICABLE). NOTE:TJI, MICRO-LAM,AND PARALLAM ARE TRADE MARKS NAMES OF"TRUS-JOIST"CORP. 3. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS. CONNECT ALL BLOCKING OR RIM JOISTS,WHICH OCCUR IN SHEAR WALL LINES,TO TOP PLATES WITH"SIMP."A35 FRAMING CLIPS @ 48"O.C. UNLESS OTHERWISE NOTED. 4. PROVIDE CONTINUOUS BLOCKING BEARING WALLS,SHEAR WALLS, BEAMS,AND HEADERS. 5. NO STRUCTURAL PANEL SHALL BE LESS THAT 12"IN ITS LEAST DIMENSION. 6. USE WOOD F FRAMING STHICK PSUM SPACEDATD24"0.C.TATTACHOCK)V RE TO FRAMING WITH GYP BOARD SCREWS AT 10"O.C. MAX. B SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO •-06 THE WOOD FRAMING A MINIMUN OF 3/4". STAGGER ALL END JOISTS AND RUN THE GYP BOARD PERPENDICULAR TO THE DIRECTION OF THE FRAMING. I I I I I 7. PROVIDE FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED PER C.B.C. 8. PROVIDE 22"x 30"MINIMUM ATTIC ACCESS PER BOCA SECTION 1211.2. 9.TOP CHORD OF TRUSS TO BE 2x4 MINIMUM. SEE TRUSS CALCULATIONS FOR ADDITIONAL INFORMATION. I I I I I I I I I I I' 1 REPLACE EXISTING PORCH RAFTERS WITH 2x 12#2 SPE RAFTERS TO EXTEND UPON NEW ROOF PITCH I I I I I I I 1 I Il Il Il II l I II • • II II II II II II II II II II II II II II II II II II II 2x5#2 SPE NAILER LAO FLAT II II II II ATOP MAIN RODE RAE ERS • I I I I I I I I I EXISTING ROOF TO STAY I I I I I I I I I I I I I _ 3-PLY I-3/4'x?RI LVL RIDGE BEAM • • • • • • i t I I I I LSTAI 5 STRAP FASTENED TO ONE SIDE OF EACH RAFTER PAIR(TYP.) I I I I I I• 2x 12#2 SPE MAIN ROOF RAFTERS @ 24110.C. (TYP) I I' 2x 12 GABLE END RAFTER SET TO THE OUTSIDE FACE OF GABLE END WALL. i lI 2x6 BARGE RAFTER(TYP)I TRUSS T I g GABLE END TRUSS 2 2x8 TOP CHORD 2x4 OUTRIGGERS LAID FLAT TRUSS T I FINK TRUSS 20 REVISIONS: I © 16"O.C. w/2x6 STRONG BACKS @ 16"O.C. (TYPICAL) I I• • 2x6#2 SPE SUB-FASCIA ll I I I I @ END OF RAFTERS(TYP) PREFABRICATED TRUSS - CERTIFICATIONS INSTALLATION AND BRACING REQUIREMENTS PROVIDED BY MANUFACTURER ON DELIVERY PLANS STATUS: Prelim#1 3/24/21 B Constrcution Drawings 7/16/21 -06 Demetriou Designs 2x6 SUB-FASCIA AT Andrea Demetriou-d2drafting@gmail.com END OF TRUSSES 22 Golfview Rd, Hadley, New York 12835 COMMON TRUSSES @ 24110.C. 5/8" 0. ROOF ROOF S11 EATI1 I N G PROJECT INFO A A-06 '-06 Heather Chapman GABLE END TRUSS FLUSH w/ OUTSIDE OF FRAMED WALL BELOW(TYPICAL) 2x4 OUTRIGGERS LAO FLAT Saratoga Springs, NY @ 16" O.C. w/2x6 STRONG BACKS @ 010.C. (TYPICAL) PRE-FABRICATED TRUSS, Saratoga County 2x6 SUB-FASCIA SPEC'S PROVIDED BY MNP. 345 Church St r r 2x4 CEILING JOIST NAILER W/ DESIRED FASCIA � SHEET TITLE 1 1 DESIRED SOFFIT w/ , "SIMP" 113 ANCHORS , ROOF F RA M I N G_ (TYPICAL.) "SIMPSON" TC26 TRUSS CONT. VENT STRIP_ �� CONNECTOR. TRUSS ►� f' 2x5#2 SPE PORCH RAFTERS ►� NAILS MUST BE LOCATED ''' @ 24' O.C. ' 2x6 FRAMED WALL W/ � AT INTERIOR END OF 2x4#2 SPE CEILING JOISTS STUDS AT 16" O.C. AND ►� SLOTS. (I I) I Od COMMONS , II I I I I I I I @ 24' O.C. (TYPICAL) A.05 INSULATION PER PLANS ��_ REQUIRED ►.DBL 2x5#2 SPE HIP RAFTERS III, I I I I I I I I I I it - Cx5 PORCH CARRY BEAMS • I fl CTRUSS SAVE DET 5 / NOT-TO-SCALE THESE DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCEWITH THE REQUIREMENTS OF THE ROOF FRAMING NEWYORK STATE BUILDING N. DISCREPANCIES ES w - BETWEEN THESE DESIGN DRAWINGS AND ACTUAL I SCALE: 1/4" — 1' 0" FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND THE BUILDING OWNER. ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OF THE BUILDING CODE. STAIRS AND HANDRAILS: 1.STAIRS: A.8-1/4"MAXIMUM RISE,9"MINIMUM TREAD WIDTH,6'-8"MINIMUM HEADROOM WITH 36"MINIMUM WIDTH. B.HANDRAILS TO BE 34"MIN TO 38"MAX ABOVE TREAD NOSE AND TO BE CONTINUOUS FOR FULL LENGTH OF STAIRS-END RETURNED HAND GRIP PORTION TO BE NOT LESS THAN 1 1/4" NOR MORE THAN 2"AND TO HAVE SMOOTH SURFACES WITH NO SHARP CORNERS. 2.GUARDRAILS SHALL BE 36"HIGH MINIMUM WITH OPEN GUARDRAILS THAT SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THATA SPHERE 4"IN DIAMETER CANNOT PASS THROUGH. 3.THE TOP RAILINGS AND HANDRAIL EXTENTIONS SHALL BE PLACED NO LESS THAN 34"OR MORE THAN 38"ABOVE THE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND,EXCEPT FOR PRIVATE STAIRWAYS,AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTIONOF THE STAIR RUN NOT LESS THEN 12"BEYOND THE TOP RISER OR LESS THAN 12"BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFTEY TERMINALS. 4.ALL STAIRS EXTERIOR OR INTERIOR ARE BY OTHERS. ELECTRICAL AND PLUMBING: 1.ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES,RULES AND REGULATIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. TRUSS T I g GABLE END TRUSS 2 2x8 TOP CHORD 2 ALL EQWEATUIPMENT INSTALONLED O.F.I. DOORS AND CUIT ANN WEAPOSOEDROOF. TRUSS T I FINK TRUSS 20 3.ALL OUTLETS LOCATED IN GARAGE,LAUNDRY,KITCHEN AND BATH TO HAVE GROUND FAULT INTERUPTERS. RECEPTICALS IN KITCHEN AND BATHS SHALL BE INSTALLED ABOVE COUNTERTOPS 4.PROVIDE SWITCHED OUTLETS 18"ABOVE FLOOR FOR GARBAGE PREFABRICATED TRUSS - CERTIFICATIONS DISPOSAL. INSTALLATION AND BRACING REQUIREMENTS 5.1NSTALLSMOTE LOCATIONS INDICATEDN C ONELECTRCALY PLANS.(NOT G.F.I.)AT ON ELECTRICAL PLANS. PROVIDED BY MANUFACTURER ON DELIVERY ALL SM KETYE DETECTORS SHALL BE HARDWIRED AND EQUIPPED WITH A6.PROVIDE WIRING FOR RANGE,HOOD,LIGHT AND FAN AT 72" 21'-0" ABOVE FLOOR AS APPLICABLE. 10'-6" k 10'-6" , 7.PROVIDE 220 VOLT OUTLET FOR WATER HEATER AND HEATING �2.— EQUIPMENT. 8.ALL GAS FIRED EQUIPMENT IN GARAGE TO BE ON 18"HIGH WOOD PLATFORM. SEISMICALLY BRACED. 9.CLOSET LIGHTING SHALL BE 18"MINIMUM FROM COMBUSTABLES. MEASURED BOTH VERTICALLY AND HORIZONTALLY. "v ro 10.PROVIDE MECHANICAL VENTILATION SYSTEM CAPABLE OF En PROVIDING FIVE AIR CHANGES PER HOUR. PER UBC 1203.3. rn `n 11.WHERE REQUIRED,PROVIDE 12"x14"PLUMBING ACCESS AT TUBS AND SHOWERS. ! TIISAGA5LEENDTSS 12.WATERPROOF MATERIAL SHALL BE INSTALLED AROUND TUBS AND SHOWERS TOAMINIMUM HEIGHT OF6FEETABOVE FLOOR. WITH 2x5#2 SPF TOP CHORD 13.INSTALLA 18"x24"CRAWL SPACE ACCESS WITHIN 20'OF ANY PLUMBING CLEANOUT. 21'-0" X 14.BATHROOM AND UTILITY ROOM FANS ARE TO BE CAPABLE OF FIVE AIR CHANGES PER HOUR PER NEC 1504. 15.KITCHEN AND BATHROOM LIGHTS ARE TO MEET ALL STANDARDS 16.RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12"ABOVE THE FINISHED FLOOR. CONTINUOUS RIDGE VENT 21'-0" , / 15-2" 12'-9" ' �� 10'-6" 10'-6" ' CARRY EXISTING ROOF LINES UP TO MEET y LSTA 15 STRAP FASTENED TO III EACH RAFTER PAIR III i i i 2x4 BLOCKING BETWEEN RAFTERS. 12 LVL RIDGE BEAM AS PER PLANS "v ro 7 m En 1 _ CD • E3 = • CARRY CEILING LINE FROM WING 12 vJ w TRUSS"T I" IS A STANDARD FINK TRUSS @ 2410.C. TO TRANSITION INTO KITCHEN/ .•' _ DINING AREA �7 "ETERS AS PER PLANS �N.��'' � LASS"A" FIBERGLASS/ASPHALT 10 1/2"� j.S 1/2" 18'-4" 51/2"� .1,10 1/2" \�.''' SHINGLES ON 30 I . ASPHALT ��G•' SATURATED FELT ON 5/5110.5.B. ? �T� •'. APA-RATED SHEATHING(TYPICAL) En 2x6#2 SPF COLLAR TIE MIN. ifl .." � _ M DESIRED FASCIA v ro 2x6 SUBFASCIA s- .---- En DESIRED SOFFIT FINISH WITH CONTINUOUS RIDGE VENT 11 = CONTINUOUS STRIP OF VENT INSERTED INTO BACK TO BACK GROOVES ON 2x4 SOFFIT NAILER COMMON TRUSSES PER PLAN REVISIONS: ANY NEW EXTERIOR WALL FRAMING TO BE: 2x6#2 SPF FRAMED WALLS w/STUDS @ 16" O.C. DBL TOP PLATE, SINGLE SHOE, 2 7/I 6"APA RATED O.S.B. SHEATHING, N I- FIELD VERIFY ALL DIMEAVSIOAVS HousEWTS INSULATIONDESIRED PER 6 REQUIREMENTS AND SIDING. ro Enrn En CLASS "A" FIBERGLASS/ASPHALT — r,- SHINGLES ON 30 Ib. ASPHALT PLANS STATUS: PREFABRICATED TRUSS- CERTIFICATIONS SATURATED FELT ON 5/5110.5.B. INSTALLATION AND BRACING REQUIREMENTS APA-RATED SHEATHING(TYPICAL) Prelim#1 3/24/21 PROVIDED BY MANUFACTURER ON DELIVERY Constrcution Drawings 7/16/21 11 11! DESIRED FASCIA Demetriou Designs 2x6 SUBFASCIA R • - Andrea Demetriou-d2drafting@gmail.com DESIRED SOFFIT FINISH WITH EXISTING DECK EXISTING POURED CONCRETE FLOOR SLAB EXISTING FLOOR FRAMING 22 Golfview Rd, Hadley, New York 12835 CONTINUOUS STRIP OF VENT I1j INSERTED INTO BACK TO BACK /Y PROJECT INFO GROOVES ON 2x4 SOFFIT NAILER 2x6#2 SPF FRAMED WALLS w/STUDS © I6"O.C. DBL TOP PLATE,SINGLE SHOE, ^ ^ ^ ^ ^ ^ ^7/I CI'AIDA Heather Chapman v RATINSED PERTHING, V V V V V V V 345 Church St REQUIREMENTS AND DESIRED SIDING. Saratoga Springs, NY FIELD VERIFY ALL DIMENSIONS Saratoga County SHEET TITLE ALN AWTH SECTION B-B SECTION VIEWS C FLOORIGSYSTEMFRMING BEILOW = i ® EXISTING FLOOR SYSTEM A.0 6 ,,,,.. ,\ ,\ ,\ , , ,\ ,./„.._ v\ SECTION N1A-A SCALE: 3/8" = 1'-0" THESE DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCEWITH THE REQUIREMENTS OF THE NEWYORK STATE BUILDING CODE. DISCREPANCIES BETWEEN THESE DESIGN DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND THE BUILDING OWNER. ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OF THE BUILDING CODE.