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CRAWL SPACE TO BE BACKFILLED WITH A MINIMUM OF 2" OF GRAVEL. L/ 5. FOUNDATIONS VENTS TO BE PROVIDED (WHERE SHOWN) WITH 1/4" v SCREENS. ` 6. REINFORCING BARS TO HAVE MINIMUM 3" COVER IN FOOTINGS. 7. PROVIDE DEFORMED REINFORCING BARS, ASTM A 615, GRADE 60, UNLESS OTHERWISE NOTED AND WELDED WIRE FABRIC AS NOTED, ASTM A 185. 8. SUPPORT REINFORCING BARS WITH CONCRETE BRICKS OR WIRE REINFORCING TO U SHAPED REBAR INSERTED IN THE GROUND AT THE BASE OF THE FOOT EXCAVATION. 9. RAKE EXCAVATED MATERIAL BACK TWELVE (12) INCHES MINIMUM FROM THE EDGES OF ALL EXCAVATIONS TO PREVENT LOOSE SOIL FROM Gf,4(Cj, FALLING BACK INTO THE TRENCH. I T 10. WHERE FOOTINGS ARE REQUIRED TO BE STEPPED TO PROVIDE RE- f�p/c112 d 2 I QUIRED TO BE STEPPED TO PROVIDE REQUIRED MINIMUM DEPTH BELOW 1 f(� !jLI( b� FINISHED GRADE, STEP DOWN IN INCREMENTS OF 2' -0" FOR EVERY GJTL p N�iLE WIiN 10' -0" MINIMUM OF HORIZONTAL DISTANCE OR AS SHOWN ON PLANS. TIC �C� ((ONT' G/ -] ' /- -> 11. CONCRETE TO HAVE A MINIMUM DESIGN MIX OF 3000 P.S.I. AT 28 -°- -; DAYS, TYPE 1 CEMENT UNLESS OTHERWISE REQUIRED TO SUIT 4" ! PROJECT CONDITIONS. EXTERIOR CONCRETE SHALL BE AIR- ENTRAINED WITH 6% AIR CONTENT. \ 12. PROVIDE CONSTRUCTION, ISOLATION, AND CONTROL JOINTS AS INDICATED OR REQUIRED. IDIIG�v 13 ECONCRETE MASONRY UNITS, GRADE N, TYPE I, NORMAL MAT (IN tot' WEIGHT OR AS SUGGESTED BY ICMA, hIN - 14. BACKFILL MATERIAL TO BE CLEAN SAND AND GRAVEL CONTAINING LESS THAN FIVE (5) PERCENT FINES BY WEIGHT. GRANULAR BACKFILL SHALL BE PLACED WITH MINIMAL •AMOUNT OF TAMPING AND COMPACTING. OVER TAMPING THE GRANULAR BACKFILL TO SHALLOW LAYERS MAY INCREASE THE COEFFICIENT OF EARTH PRESSURE AT REST (KO) TO 0.8 AND THEREFORE INCREASE THE LATERAL EARTH PRESSURE. I T (` l 15. NOTIFY ARCHITECT PRIOR TO PLACING ANY CONCRETE. '/ L I%4`, , 6tY 12" Emu Cv Vow T1 wt',l - �Tr�I9 r I -' r G�A F- v, 4 5vff �'I'�� , ( pf >3E� �e CU'- Tlli / l 1 "7 / / 5d(VI= �Zz :> Ent • � � , I I �•5 ro \ rd 0 V / r F 1 , / �Ux'�Dxl2 c.v (SIN CONL P <. � CRAWL .SPACE 1 r----- ?�----------- - - - - -- I ` / I ' OWE BEAM - - -- - - - - - - -- i - - - - - - - -I I' -O ,r s Q'4v 0 1 / / / C v 1 8' -8" L. MIN. I r Z N / / 0' ✓ ld.J/ i 2' H. X 4' W. �Oi �rYPi / BLOCKIN WALL FCF\ / '4e- I t DLX3WC KK 1 r It I 7-10" L T -4" 7-8" 3 . 1 „ 1 I I -41 � � o � £LF'v L� �1�- 1 � � (Tv) �ty 0. 1✓�V 117 LMIJ i �--1L ` ` 3' 8 / �;�„ rj �) �9 ' t � b�6.0' (vpP - I I 1 CRAWL SPACE 0 3 r - - , v34 G I I 1 II�.LGtIL• / I 0 43 q G , D PA T) �9 I I 1 I I r - 2p0 I j�Elt�1 LING ,9 GRADE BEAM 0.F £L'O (2 - - - - -- r - -A _ _ - --- - -__ -_ - ? - - - - � mil- � 1 � G'1 JCS s Q l � � / ` - - - - - - - - - - I-7_7 - - -� - -- A&V12 X�'O'nl'a � -?-' I zViI, �Iefvf(C v.� Z5' -11" giBll I Z2:31�� 3 W 0 Z N v a 1/f N C � •O � M O O 00 00 LL cn C C V a>' �o CL W CD H 'Q W Q a O Q m O Li- em, ioaro.id }says 0 Ln cc Ln n o - v J N N w e � N O> o 0 0 W • m = 00 J � T = (� z - ¢Q z 0.4 e� W � �o U �f W Q N W F- �- w ° o� Z N ' \ n N v zs �j o N E E L� S2.1 of 5 - CD / 5E M I I n / / 1 1 7-0' Frr- FPG. 8'-6" / /c,V , 1 l 8' (-ryF) - - - -� -- � i 1 F.a. f \ _ -- - - - - - - - c, v -� c+r 7-e. 5/8 ' -9 1 /4' IUli Al • 8' -10 114' ' -9 114 7-7 1/81, r 23' -3 114' \ -- - - - - - -- / jr FOUNDATIONS AND FOOTINGS NOTES: 1. ALL FOUNDATIONS SHALL EXTEND TO A MINIMUM OF 36" BELOW GRADE. 2. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL. 3. FOUNDATIONS ARE DESIGNED FOR SOIL BEARING PRESSURE OF 1500 v� 7 PSF. I 4. CRAWL SPACE TO BE BACKFILLED WITH A MINIMUM OF 2" OF GRAVEL. L/ 5. FOUNDATIONS VENTS TO BE PROVIDED (WHERE SHOWN) WITH 1/4" v SCREENS. ` 6. REINFORCING BARS TO HAVE MINIMUM 3" COVER IN FOOTINGS. 7. PROVIDE DEFORMED REINFORCING BARS, ASTM A 615, GRADE 60, UNLESS OTHERWISE NOTED AND WELDED WIRE FABRIC AS NOTED, ASTM A 185. 8. SUPPORT REINFORCING BARS WITH CONCRETE BRICKS OR WIRE REINFORCING TO U SHAPED REBAR INSERTED IN THE GROUND AT THE BASE OF THE FOOT EXCAVATION. 9. RAKE EXCAVATED MATERIAL BACK TWELVE (12) INCHES MINIMUM FROM THE EDGES OF ALL EXCAVATIONS TO PREVENT LOOSE SOIL FROM Gf,4(Cj, FALLING BACK INTO THE TRENCH. I T 10. WHERE FOOTINGS ARE REQUIRED TO BE STEPPED TO PROVIDE RE- f�p/c112 d 2 I QUIRED TO BE STEPPED TO PROVIDE REQUIRED MINIMUM DEPTH BELOW 1 f(� !jLI( b� FINISHED GRADE, STEP DOWN IN INCREMENTS OF 2' -0" FOR EVERY GJTL p N�iLE WIiN 10' -0" MINIMUM OF HORIZONTAL DISTANCE OR AS SHOWN ON PLANS. TIC �C� ((ONT' G/ -] ' /- -> 11. CONCRETE TO HAVE A MINIMUM DESIGN MIX OF 3000 P.S.I. AT 28 -°- -; DAYS, TYPE 1 CEMENT UNLESS OTHERWISE REQUIRED TO SUIT 4" ! PROJECT CONDITIONS. EXTERIOR CONCRETE SHALL BE AIR- ENTRAINED WITH 6% AIR CONTENT. \ 12. PROVIDE CONSTRUCTION, ISOLATION, AND CONTROL JOINTS AS INDICATED OR REQUIRED. IDIIG�v 13 ECONCRETE MASONRY UNITS, GRADE N, TYPE I, NORMAL MAT (IN tot' WEIGHT OR AS SUGGESTED BY ICMA, hIN - 14. BACKFILL MATERIAL TO BE CLEAN SAND AND GRAVEL CONTAINING LESS THAN FIVE (5) PERCENT FINES BY WEIGHT. GRANULAR BACKFILL SHALL BE PLACED WITH MINIMAL •AMOUNT OF TAMPING AND COMPACTING. OVER TAMPING THE GRANULAR BACKFILL TO SHALLOW LAYERS MAY INCREASE THE COEFFICIENT OF EARTH PRESSURE AT REST (KO) TO 0.8 AND THEREFORE INCREASE THE LATERAL EARTH PRESSURE. I T (` l 15. NOTIFY ARCHITECT PRIOR TO PLACING ANY CONCRETE. '/ L I%4`, , 6tY 12" Emu Cv Vow T1 wt',l - �Tr�I9 r I -' r G�A F- v, 4 5vff �'I'�� , ( pf >3E� �e CU'- Tlli / l 1 "7 / / 5d(VI= �Zz :> Ent • � � , I I �•5 ro \ rd 0 V / r F 1 , / �Ux'�Dxl2 c.v (SIN CONL P <. � CRAWL .SPACE 1 r----- ?�----------- - - - - -- I ` / I ' OWE BEAM - - -- - - - - - - -- i - - - - - - - -I I' -O ,r s Q'4v 0 1 / / / C v 1 8' -8" L. MIN. I r Z N / / 0' ✓ ld.J/ i 2' H. X 4' W. �Oi �rYPi / BLOCKIN WALL FCF\ / '4e- I t DLX3WC KK 1 r It I 7-10" L T -4" 7-8" 3 . 1 „ 1 I I -41 � � o � £LF'v L� �1�- 1 � � (Tv) �ty 0. 1✓�V 117 LMIJ i �--1L ` ` 3' 8 / �;�„ rj �) �9 ' t � b�6.0' (vpP - I I 1 CRAWL SPACE 0 3 r - - , v34 G I I 1 II�.LGtIL• / I 0 43 q G , D PA T) �9 I I 1 I I r - 2p0 I j�Elt�1 LING ,9 GRADE BEAM 0.F £L'O (2 - - - - -- r - -A _ _ - --- - -__ -_ - ? - - - - � mil- � 1 � G'1 JCS s Q l � � / ` - - - - - - - - - - I-7_7 - - -� - -- A&V12 X�'O'nl'a � -?-' I zViI, �Iefvf(C v.� Z5' -11" giBll I Z2:31�� 3 W 0 Z N v a 1/f N C � •O � M O O 00 00 LL cn C C V a>' �o CL W CD H 'Q W Q a O Q m O Li- em, ioaro.id }says 0 Ln cc Ln n o - v J N N w e � N O> o 0 0 W • m = 00 J � T = (� z - ¢Q z 0.4 e� W � �o U �f W Q N W F- �- w ° o� Z N ' \ n N v zs �j o N E E L� S2.1 of 5