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HomeMy WebLinkAbout0397.97.471 4 °max. t 4'x6' IUD. DECK AI5v. SEE 1st FLR PLAN - y +" 4 "x4" PT WD !POSTS . W-3 3116 d Y� y} `S a I I I 1 I I OPT. 28_fd_u" I 1 1 I I ! OPT. 2610 — — —� - - -� -- - - - -- IJ 1----------- - - -_-- WDUJ -- - -- a ' -- `. r far i �s = -8" — - -- 1 I----- - - - - -- -- 14' -4N ------ 3 It - -- I t-jwN- '1 OF ll) PERCENT OF THE SAbE ENT FLOOR AREA. I 2. ALL SAGIRIMT WINDOWS ARE OPTIONAL PER DIVISION I OPT. SUMP PUM FULL BSh"T OPT rtes T •S' R I LOG, MAY VARY I , 16 x 8 CONT. ! v- CLE B�AIaeIER s" BE iN 51" I CONIC. FOOTINCs BASEMENT SLAB (TYPICAL) 4" GONG At OVER ! I 0 Ci N n n / / r n N I C 'a\f w 52'-1 1/4" I ! 11 I I OF R TRUSSES AND OP I I $ OPT. 0 1 ICI I OF VEL. SOIL (MIN. 25W PSI) 6 MIL. VAPOR BARRIER ! ! Nil lot 11 I FIREPLACE l i l t THE TMENT AS REQ BY I OVER 4" GRAVEL BASE 1250+a Ps.l.) I ! Ali iii it I I = I i 5' CR;AWL6PACE WALL i (ELIMINATE AT OPT vM I I I "• I I Ir -1m" I I ! ' " I 3" DIA it GA ADJ STL r - -J B I I r COL ON p244rx24 "xl2' ! .0 I I UJB x 15 x I2' -'i .L. STL >� WOO54T X96 ONLY) —"— - -- I 3" DIA SCHED 40 STL PI E ! I I I POURED CONC PIER COL ON 45 "x45 "x18" b I x8'x4'D HOLD T/DN 8 -V4' FIWOP1 CON( FOOTING M I I B . T L ALLOWS P NDT W L TO S I i ON TOP 8 1/4" xn"x4 "D I I �I t r -1 I a (ELIMINATE AT , © r — Ewl, T tiiij= I uIB x 21 x X' - 3 K !~ 8TL Bt"I I ! -- - -- - Nii�iil - - - - - I I 3' DIA It Go. ADJ STL I I ! COL CONIC N 21 MG V L L - -- I I I (AT OPT R ONLY) I I HOLD T Cam&- V4 EFRROM _ p I I 2'- 4" - TAiOUSE F DTN WALL TO v ! v ALLOW TOP TL SM TO BEAR • r - - - - - - - - , I 0 (ELIMINATE AT OPT r10JS) ! I I I WN SLOPED WALL RAIL ! ! AT W/" Ad L CAP I 3" DIA 11 GA. ADJ STL COL ON 24 "x24•x12• I 1 I 1118 X 16 x f2'- 1.. STL CONC FOOTING (AT OPT dM ONLY) 8 1 /4'H x1b"x4 "D T L I J A I i ON 16 BEAR8"THK LL SERVICE DOOR ! CONIC FOOTING OPT.0212 I I I in �p I i I ! /.r SI /2 a P-r, 3'-a" x 8" HAUNCH f i I I I f- I I I i l / DROP 8" W1 4'x4'x I I I • � I� I ! I 11 s � i 4" CONIC POI�GH. II I 4 THK GONG PAD I I � i I H �- - -- - - - -- --- -J ( �- -- —__—� _ m ! cv I Ioil 48 T ------- - - - - -- I XTERIORFACE I -- - - --I iQ OF HOUSE WALL Q 4 "Wx8 "H NOTCH TO `r I - --� --- - - - - -- HOLD TOP OF ! ! � ! i --------- - - - - -- FDTN WALL ON RECEIVE TURNED AREA AT HATCHED ! w . ' -1 4N DOWN SLAB (TYP.) I I (L L 11'_8• 8" 8 5' -�' 8" 3' -9" I I w O ! 1 I I 12' -4" b'_iS" I ! 1 1/2" UEATHERLIP 00 DROP FOTN 6" • ! GARAGE DOOR 2>1 � -- - - - - - -- — -- ! A4.1 ` 44.2 26'-0" BASEMENT FOUNDATION PLAN B S C , mm Fwow orTA490 01 SCALE: W- - 1'-O" i tt? ., I I L I-� I 1 I i In I I I I f ^�' { I imm s p ! 0 FIREPLACE OPT •862 oSGALE: 1,4" - I'-0`, iL' - t f�a H r dU�z. 6 a GIRDER TRU55 NOTE $ Q -a � > i. REFER TO STRUCTURAL FRAMMG FOR EXACT SIZE . LOCATION. AND SUP40OW OF ALL FLOOR AND ROOF 09WWR TPW"ab. FLOOR FRAMING NOTE 1. !11119111ER TO STR3/CTURAL'RAMM 4 PRA 416 FOR SIZE AND SPACM'IG OF FLOOR FRAFf►lG aTbTeT ` f ' , r J 64' -3 3/16 DIAGONAL GENERAL PLAN NOTESi I. ALL WALLS ARE 3 1/2" UNLESS NOTED OTHERWISE. (SEE NOTE OW) 2. ALL WINDOWS AND DOOR HEADERS IN BEARING WALLS TO IDE (2)2x6 W/ V2" PLYWD PLATE AND (1)1x4 JACK STUD EACH END UNLESS NOTED OTHERWISE. 3. ALL WOOD IN CONTACT V CONCRETE TO BE PRESSURE TREATED WOOD. 4. SEE SHEET A5.1 FOR INTERIOR CABINET ELEVATIONS. 5. BATHROOM FANS TO BE VENTED TO EXTERIOR b. NET CLEAR OPENING OF 3150 WINDOW - 5.11 bF. (NET CLEAR OPENId-s HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 20") 1. ALL CLOSETS HAVE () ROD AND (I) SHELF UNLESS NOTED OTHERWISE, S. ALL EXTERIOR WALLS ARE 4" UNLESS NOTED OTHERWISE. 9. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED tlillU EACH FLOOR LEVEL TO SOLIDLY BEAR ON FNDTN SYSTEM. PROVIDE SOLID BLOCKING M FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS. . BASEMENT WINDOW Y� y} `S a I. EtASEI IEWT WIDOW WITS SHOWN ARE ANDERSON 2" DASE'1E14T a �h� UTILITY WM9>OWS WHICH ALLOW 33 60. FT OF CLEAR GLA86 AREA PER `. r far i �s A` GENERAL PLAN NOTESi I. ALL WALLS ARE 3 1/2" UNLESS NOTED OTHERWISE. (SEE NOTE OW) 2. ALL WINDOWS AND DOOR HEADERS IN BEARING WALLS TO IDE (2)2x6 W/ V2" PLYWD PLATE AND (1)1x4 JACK STUD EACH END UNLESS NOTED OTHERWISE. 3. ALL WOOD IN CONTACT V CONCRETE TO BE PRESSURE TREATED WOOD. 4. SEE SHEET A5.1 FOR INTERIOR CABINET ELEVATIONS. 5. BATHROOM FANS TO BE VENTED TO EXTERIOR b. NET CLEAR OPENING OF 3150 WINDOW - 5.11 bF. (NET CLEAR OPENId-s HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 20") 1. ALL CLOSETS HAVE () ROD AND (I) SHELF UNLESS NOTED OTHERWISE, S. ALL EXTERIOR WALLS ARE 4" UNLESS NOTED OTHERWISE. 9. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED tlillU EACH FLOOR LEVEL TO SOLIDLY BEAR ON FNDTN SYSTEM. PROVIDE SOLID BLOCKING M FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS. S . BASEMENT WINDOW Y� y} `S a I. EtASEI IEWT WIDOW WITS SHOWN ARE ANDERSON 2" DASE'1E14T a �h� UTILITY WM9>OWS WHICH ALLOW 33 60. FT OF CLEAR GLA86 AREA PER `. r far i �s 1 EACH U&IDOW. THE N" mm OF DA66"ENT WNDOUS ON FOUNDATION M1 � 3 PLAN PROvTDE AN OVERALL AREA OF CLEAR GLASS U"CH IS A t-jwN- '1 OF ll) PERCENT OF THE SAbE ENT FLOOR AREA. d 2. ALL SAGIRIMT WINDOWS ARE OPTIONAL PER DIVISION T •S' R r. S . BASEMENT WINDOW Y� y} `S a I. EtASEI IEWT WIDOW WITS SHOWN ARE ANDERSON 2" DASE'1E14T a �h� UTILITY WM9>OWS WHICH ALLOW 33 60. FT OF CLEAR GLA86 AREA PER `. r far i �s 1 EACH U&IDOW. THE N" mm OF DA66"ENT WNDOUS ON FOUNDATION M1 � 3 PLAN PROvTDE AN OVERALL AREA OF CLEAR GLASS U"CH IS A t-jwN- '1 OF ll) PERCENT OF THE SAbE ENT FLOOR AREA. d 2. ALL SAGIRIMT WINDOWS ARE OPTIONAL PER DIVISION S Y� y} `S a `. r far i �s 1 M1 � ' .ry TM. a d