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HomeMy WebLinkAbout0658.97.3n '-1 .o �o c N i Q ti Q a I W IF i ti v W C 4'x6' WD. DECK ABv. SEE 1sT FLR� PLAN \ 4 "x4" P.T. WD. POSTS -- -_ AC ;1 6' -4" 55 I/4" v m v Of'T, 2810 WDtU - - - - - - _ - -! - - OPT. 2a 3o WDW 24' 4.. 9 I PAR A RAW' P OPT. SUMP 1 PUM i`SUM� / LOC. MAY VARY I .9 41 8.5rtNT OPT '298 ! '! 1 I6" x 8" CONT.- 3' 4' G VEL OVER b L vA BARRIER 18" IIN CONC. FOOTING BASEMENT SLAB CLEARANCE BETWEEN 15TM I (?YPICA I ICI I� R TRISejE$ �D OP 14" GONG 5LAB OVER III I i OF RAVEL. PROVIDE SOIL ('1 11N. 2500 P50 6 MIL. VAPOR BARRIER THE TMENT AS REQ'D BY i .4 OVER 4" GRAVEL BASE fit I : CO _ I : 28PS'! Om P., - ICI I 0 Q v i j p ` 5'-0 "H CRAWLSPACE WALL p EL I TNATE AT OPT 495) N ; Ic • t_v ' t 3' DIA II GA. ADJ STL © -I COL ON 24`x24 "x12" r CONIC FOOTING (AT OPT 0295 ONLY) i We x 15 x 12'- L, STL Bt'1 S11 A� - I 3" DIA 5CHEC 4D STL +�1E POURED CONG PIER —COL ON N- "OLD T/DN 8 -1 /4^ FRQP'! / CONIC FOOTING BM. T T /HOUSE FNDTN WALL TO ALLOW STL BI"• TO BEAR ! T I ! ON OP /7A 8 1/4 "H SA "x4 "D j IO cn r (ELIMINATE AT OPT 495 - 4 = ] -- -r - - EsM. POCKET i- -- 4 W8x21x25 an to ICI I 3" DIA n GA. ADJ STL� COL ON 2� - � I � I I I 27`x1:,, _ (AT OP92 ONLY) POURED CONIC PIER iV HOLD T /DN 8-1/4" FROM � T /HOUSE FNDTN WALL TO SL ALLOW STL BM TO BEAR VENT i�• V1 ENT ON TOP - - �x (ELIMINATE AT OPT 495) I 41 �! SLOPED WALL RAIL AT 36" ABv NOSING w W/ RYWALL CAP - — 3" DIA II GA. ADJ 5TL F - - -- - COL ON 24 "x24•,12. w1 _ We x 15 x !'I*- 7 L, STL qr•1 (A Nc � �Y r - ^I - -- - T I "i �— 8;/4"1,4 xb "x4''D v ( BM. P+�GKET I _ I v -__ 571,J:D BEARING Jj,4L -, j ON 16 "LO x 8 "THK ! SERVICE GGOR - --� CONIC FOOTING OPT.w 12 x 8" N4UNCH �-7 v l r I I I DROP 8" W/ 4'x4 x j a • �' �' I 1 4' THK CONIC PAD GAPA.t;E ILA B 4" CONIC. SAB ;,ir% w 4" CONC PORCH - I i 6 X 6 !D /ID Ul,WT'1. Z j - , AS REQ'D.i OVER ~ I SLABTY vERHANG Q; C I ! Q ! I i 1 ! i 00 DROP FDTN 16" I I 1 GARAGE DOOR I 0 01 O; - -- -- - - - - -- - - -- -- - - - - -- A4.1 A4.2 I i X64' -3 316 26'-0" 2D' -m" _ I- DIGGDNAi 46--0" BASEMENT FOUNDATION PLAN B & C BRICK FRONT OPT.•490 01 SCALE 1/4' - I' -O' m - - - - -- I 1 C No 2' -4 Ln ! I FIREPLACE OPT *862 SCALE. GIRDER TRUSS NOTE i FiEFER TO STRUCTURAL FRAMING FOR EXACT SIZE, LOCATION, AND SUPPORT OF ALL FLOOR AND ROOF GIRDER TIRIS.SES FLOOR FRAMING NOTE I. REFER TO STRUCTURAL FRAMING DRAWINGS FOR SIZE AND SPACR -Vx OF FLOOR FRAMING SYSTEM _i _77k .. GRAVEL o45E w' 3; C i C I �' 35DD P.S.!.1 It C41 o _ q)I `\ — - - - -- I a r rJi N \ - - - - - - -- - - - -- - - EXTERIOR FACE I B ' OF HOUSE WALL ABV N 4"Wx8 "H NOTCH TO '" i --------------- _ HOLD TOP OF FDTN WALL ON `n i RECEIVE TURNED 4- 8" AT HATCHED La DOi B (TYP.) re IL IL� Z 5' -1i kk I /•'y�.� 1 R 1• -O' i' 11 Mss 6' �a i;2" WEATHERLIP -� I rJ C I ! Q ! I i 1 ! i 00 DROP FDTN 16" I I 1 GARAGE DOOR I 0 01 O; - -- -- - - - - -- - - -- -- - - - - -- A4.1 A4.2 I i X64' -3 316 26'-0" 2D' -m" _ I- DIGGDNAi 46--0" BASEMENT FOUNDATION PLAN B & C BRICK FRONT OPT.•490 01 SCALE 1/4' - I' -O' m - - - - -- I 1 C No 2' -4 Ln ! I FIREPLACE OPT *862 SCALE. GIRDER TRUSS NOTE i FiEFER TO STRUCTURAL FRAMING FOR EXACT SIZE, LOCATION, AND SUPPORT OF ALL FLOOR AND ROOF GIRDER TIRIS.SES FLOOR FRAMING NOTE I. REFER TO STRUCTURAL FRAMING DRAWINGS FOR SIZE AND SPACR -Vx OF FLOOR FRAMING SYSTEM _i _77k .. GENERAL PLAN NOTES, 1. ALL WALLS ARE 3 1/2" UNLESS NOTED OTHERWISE. (SEE NOTE 08.) 2. ALL WINDOWS AND DOOR HEADERS IN BEARING WALLS TO BE (2)2x6 W/ 1/2" PLYWD PLATE AND (172x4 JACK STUD EACH END LINLE55 NOTED OTHERWISE. 3. ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD. 4. SEE SHEET A5.1 FOR INTERIOR CABINET ELEVATIONS 5. BATHROOM FANS TO BE VENTED TO EXTERIOR 6. NET CLEAR OPENING OF 3250 WINDOW • 5 -11 SF. (NET CLEAR OPENING HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LE55 THAN 20 "? ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. 8 ALL EXTERIOR WALLS ARE 4" UNLESS NOTED OTHERWISE. 9, ALL POINT LOAD SUPPORTS (JACK STUDS)'TO BE CARRIED THRU EACH FLOOR LEVEL TO 50LIDLY BEAR ON RQtN SYSTEM. PROVIDE 50LID BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS BASEMENT WINDOW i BASEMENT WIIDOW WITS SHOUN ARE ANDEW_-CN 2820 BASEMENT UTILITY WINDOWS UWICH ALLOW 33 SQ. FT OF CLEAR GLASS AREA PER EACH WINDOW. THE N lBER OF BASEMENT WINDOW5 ON FOUNDATION PLAN PROVIDE AN OVERALL AREA OF CLEAR GLASS UWICH IS A MINIT•UM OF (I) PERCENT OF THE BASEMENT FLOOR AREA. 2. ALL BAft -mENT WINDOUJS ARE OPTIONAL PER DIVISION. i r v U V Z Q4) s m Q Q 0 .n x dUQ��9� ` 3 E .. C 3 0 9T� d Q 0 4 ) 4i U t 4 'p0VJ E� -W"Qg r a (L IIA n U ` = r m Z t V Z-1 rA w z �� - 4 cz r=„ 1 N N ` N Z kk GENERAL PLAN NOTES, 1. ALL WALLS ARE 3 1/2" UNLESS NOTED OTHERWISE. (SEE NOTE 08.) 2. ALL WINDOWS AND DOOR HEADERS IN BEARING WALLS TO BE (2)2x6 W/ 1/2" PLYWD PLATE AND (172x4 JACK STUD EACH END LINLE55 NOTED OTHERWISE. 3. ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD. 4. SEE SHEET A5.1 FOR INTERIOR CABINET ELEVATIONS 5. BATHROOM FANS TO BE VENTED TO EXTERIOR 6. NET CLEAR OPENING OF 3250 WINDOW • 5 -11 SF. (NET CLEAR OPENING HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LE55 THAN 20 "? ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. 8 ALL EXTERIOR WALLS ARE 4" UNLESS NOTED OTHERWISE. 9, ALL POINT LOAD SUPPORTS (JACK STUDS)'TO BE CARRIED THRU EACH FLOOR LEVEL TO 50LIDLY BEAR ON RQtN SYSTEM. PROVIDE 50LID BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS BASEMENT WINDOW i BASEMENT WIIDOW WITS SHOUN ARE ANDEW_-CN 2820 BASEMENT UTILITY WINDOWS UWICH ALLOW 33 SQ. FT OF CLEAR GLASS AREA PER EACH WINDOW. THE N lBER OF BASEMENT WINDOW5 ON FOUNDATION PLAN PROVIDE AN OVERALL AREA OF CLEAR GLASS UWICH IS A MINIT•UM OF (I) PERCENT OF THE BASEMENT FLOOR AREA. 2. ALL BAft -mENT WINDOUJS ARE OPTIONAL PER DIVISION. i r v U V Z Q4) s m Q Q 0 .n x dUQ��9� ` 3 E .. C 3 0 9T� d Q 0 4 ) 4i U t 4 'p0VJ E� -W"Qg r a (L IIA n U ` = r m Z t V Z-1 rA w z �� - 4 cz r=„