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,--ii// 191-0" '// 4144114' 1/2"ANCHOR BOLTS 6-O"O.C. MAX W/ 1 BOLT LOCATED NO MORE 20'-0" THAN 12" FROM EACH END. EACH \ r \ BOLT SHALL EXTEND 7" MIN INTO FOUNDATION 2X6 EXT WALL FRAMING,TYP. \ `L f- TT -I I- TT -I I- TT -1 r -11- r TI -I i- TI -11- T! \ _ 9 NEW DBLE HUNG I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I -D t. 4" SLAB OVER EMIL POLY _ 1 11 II II � osm °�� WIN (3'-O"W X a.�s= VAPOUR BARRIER. (MIN 4'-0" H)TO MATCH I II H II II II II II II II II II II II HI 5 a r' ` m 6 " 35001'51 �t T i l:304 �-1 COMP. STRENGTH). REINF. HOUSE. HDR(2) I II 11911 II H II II II II II HII II HI in' B d =; = m n W/I/2" REBAR AND 6XGXI0 2X10 0o i s a t t.” 1-., GAUGE \ I I I 11 Q II I I I I H II II II 11 11 II II H I =.3�_�� m9m WELDED WIRE MESH OVERU I I I I I I I I ?etc.- tag-82' c 8-0" 1-IX 8'-0"W GARAGE I II I I �_ I I II II I I I I II f i I I I 1- . _=2 E. ;.a MIN 4"COMPACTED FILL DOOR W/(2) H 7/8 LV HDR U c� .c s 9[2 1;g I I II II II II II II II II II II II II II II i ¢ 0c .30ktnco8. E , 1 II II II II 11 U' II II II IIS' II 11 II II 11 I ofrS ;aPeo 0 O V o a m .6t'8 ti) b 1 11 II Q II II H II II II IIS H H H H HI ` °=aa ;4.° 53 I II IIwII II IIo 11 II II IIo I1 H II II H I o H I L II II it ,-, 11 II II II-' II II II II II I J z ol o da I H ILII II II bII II H Iib II II 11 II 11 1 ? vNJ 1 H ILII II 11 = 11 II II 11- 11 II II H II 1 Y Ill m L — — - — \ I II ILII II II II 954.3FFLII II II II H II I STAIRS ABOVE I I I I I ° 1 1 1 1 1 1 IIJ1 =' 1= '----L =I; 11 1 1 1 1 I I 1 1 1 0 1 I I I I ------ II I I II II /N II 3X RISERS UP (C.O.S) I 1 I 1 i MAX RISE 7 3/4", MIN I H I I I II II II II II TREAD 10" I I I I (2) 2X10 HDR L_ ll -I I- \ \ 611 - 7�J L J L `� 411011 J L J� L J L J�II J _\ / w CDQ FOUNDATION NOTES: E rr TYPICAL FOOTING UNLESS OTHERWISE SPECIFIED TO BE 1'-4"X 8" POURED CONCRETE W/(2)#5 L aQ z SONTINUOUS REINFORCING BOTTOM BARS 3" CLEAR OF BOTTOM AND SIDES. , CD ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR AN ASSUMED SOIL ( N/AI N LEVEL PLAN "AFTER" . wo SEARING CAPACITY ON VIRGIN SOIL OR COMPACTED FILL OF 2500 PSF. IF SOIL APPEARS TO BE OF POOR — QUALITY NOTIFY THE CONTRACTOR IMMEDIATELY. 2 W CD TYPICAL FOUNDATION WALL UNLESS OTHERWISE SPECIFIED TO BE 8""CONCRETE BLOCK, REINFORCE SCALE: 1/4" = 'o 2 CO- VERTICALLY VERTICALLY WITH #6 BARS @ 48"O.C. FILL CORES SOLID AND LOCATE REBAR 3" CLEAR FROM INSIDE FACE. E REINFORCE HORIZONTALLY WITH DURAWALL OR EQUIVALENT EVERY OTHER COURSE. DOWEL BLOCK TO L nn co =DOTING WITH I'-6" DOWEL PINS @ 2'-0" O.C. DIMENSIONS ASSUME MODULAR BLOCK SONCRETE TO SLUMP NO MORE THAN 4"-6"AND TO HAVE THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS: / h� �?AII_S =00TINGS 3000 PSI =OUNDATION WALLS 4000 PSI l�nilfIRJ0U3 grluPabl� handrails SLABS 3500 1'51 r�q'd. 34"_ j$"l igh. 1-114"-2"dja. 1EIGHTS OF FOOTINGS AND FOUNDATION WALLS ARE ITO BE VERIFIED BY CONTRACTOR ON SITE. + No �losSr than 1-112"to wall =00TING5 ARE TO STEP NO MORE THAN 2'-0"OVER A 4'-0" RUN (2 TO I RATIO). TYPICAL GARAGE SLAB TO BE 4" POURED CONCRETE REINFORCED WITH 6X6/WI.4 X WI.4 WELDED WIRES=C 'rt1 e�dS t0�'.'�il Qr��St. =ABRIC IN CENTER OF SLAB. POUR OVER 4" SAND BASE. SEPARATE SLAB FROM FOUNDATION WALL W/I/2" ' 26 JANUARY 2018 50ND BREAK. SAW CONTROL JOINTS EACH WAY WITH A MINIMUM OF ONE SAWCUT IN EVERY DIMENSION r e/q U �r fid ! an o/'t DREATER THAN 13'-0". SLAB FINISH TO BE SMOOTH TROWEL ANY FILL UNDER THE SLAB IS TO BE LAID IN MAXIMUM 6'THICK LIFTS AND COMPACTED WITH A VIBRATORY COMPACTOR. -71-110,4 3 ` Ac l s er.S I E2) LOWER LEVEL PLAN "AFTE " 9 2 orii SCALE: 1/4" = !-0"