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1 FOUNDATION PLAN
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6-101/2" 5'-7"
54'-0"
-----------------------------------
22'-0" ----- 2'-6 1
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MASONRY NOTES
1. ALL CONCRETE MASONRY UNITS (CMU) SHALL COMPLY WITH ASTM C90, GRADE N, TYPE 1. STANDARD WEIGHT UNITS SHALL BE USED
BELOW FINISHED FLOOR OR BELOW FINISHED GRADE (OR BELOW FINISHED FLOOR FOR STEM WALLS WITH SLAB ABOVE) AND
LIGHTWEIGHT UNITS SHALL BE USED ABOVE GRADE. SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS.
2. TYPE "S" MORTAR SHALL BE USED BELOW GRADE AND TYPE "N" MORTAR SHALL BE USED ABOVE GRADE WITH AN ALLOWABLE
COMPRESSIVE STRENGTH OF AT LEAST 1800 PSI FOR TYPE "S" AND 750 PSI FOR TYPE "N". MIX MORTAR IN ACCORDANCE WITH ASTM C270.
USE TYPE I PORTLAND CEMENT(TYPE III MAY BE USED FOR COLD WEATHER CONSTRUCTION) MEETING ASTM C1329, HYDRATED LIME
MEETING ASTM C270 AND AGGREGATE MEETING ASTM C144.
3. FILL ALL BOND BEAMS, ALL CMU CELLS WITH VERTICAL REINFORCING OR EXPANSION BOLTS AND ALL CELLS BELOW GRADE WITH 3000 PSI
GROUT MEETING THE FOLLOWING REQUIREMENTS:
A. USE A MINIMUM OF 5.5 BAGS OF PORTLAND CEMENT PER CUBIC YARD.
B. MAXIMUM WATER/CEMENT RATIO BY WEIGHT SHALL BE 0.54.
C. WATER -REDUCING ADMIXTURE MEETING ASTM C494 SHALL BE USED TO PROVIDE SUFFICIENT FLOWABILITY TO READILY FILL CELLS
WITH A REASONABLE AMOUNT OF RODDING. ADDITIONAL WATER WILL NOT BE ALLOWED AFTER INITIAL MIXING.
D. AGGREGATE SHALL BE WELL GRADED WITH A MAXIMUM SIZE OF 3/8".
E. ALTERNATE MIX DESIGNS WILL BE CONSIDERED IF SUBMITTED TO THE ARCHITECT FOR APPROVAL AFTER CONTRACT IS AWARDED.
ALTERNATE DESIGNS MUST SHOW SUFFICIENT FLOWABILITY CHARACTERISTICS AND A 28 -DAY COMPRESSIVE STRENGTH OF AT LEAST
3000 PSI.
4. MAXIMUM HEIGHT OF ALL GROUT FILL SHALL NOT EXCEED 4'-0" UNLESS CLEANOUT AND INSPECTION HOLE IS PROVIDED AT THE BOTTOM
OF THE POUR.
5. ALL CMU SHALL BE REINFORCED WITH #4 VERTICAL AND DOWELS AT 2'-8" ON CENTER UNLESS SPECIFICALLY NOTED ON OTHERWISE OR
NOTED AS UNREINFORCED MASONRY ON THE PLANS. WHERE SPLICES ARE REQUIRED, USE A LAP LENGTH OF AT LEAST 28 INCHES.
6. ALL VERTICAL CORNERS, VERTICAL END CELLS AND ONE CELL EACH SIDE OF OPENINGS SHALL BE GROUTED AND REINFORCED WITH (1)
#4 UNLESS NOTED OTHERWISE.
7. HORIZONTAL BOND BEAMS WITH (2) #5 CONTINUOUS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF ALL OPENINGS, AT STRUCTURALLY
CONNECTED ROOF AND FLOOR LEVELS, AT THE TOP OF ALL PARAPETS OR WALLS AND AS SPECIFICALLY SHOWN ON THE CONTRACT
DRAWINGS. BOND BEAMS ABOVE AND BELOW OPENINGS SHALL EXTEND AT LEAST 2'-0" BEYOND THE OPENING UNLESS NOTED
OTHERWISE.
8. WHERE VERTICAL REINFORCING AND HORIZONTAL REINFORCING INTERSECT, ALL REINFORCING SHALL RUN CONTINUOUS.
9. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AT CORNERS WITH 90 -DEGREE BENDS OR CORNER BARS WITH EACH LEG EQUAL TO
THE REQUIRED LAP LENGTH (SEE TYPICAL CORNER BAR DETAIL).
10.ALL CMU SHALL HAVE 9 GAUGE TRUSS TYPE JOINT REINFORCEMENT AT 16" O.C. VERTICALLY ABOVE GRADE AND 8" O.C. VERTICALLY
BELOW GRADE UNLESS NOTED OTHERWISE.
CONCRETE REINFORCEMENT NOTES
1. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED.
2. PROVIDE THE FOLLOWING PROTECTIVE COVERING FOR ALL REINFORCING BARS UNLESS DETAILED OR NOTED OTHERWISE:
SLAB -ON -GRADE BARS (BOTTOM) 3" CLEAR
BELOW GRADE CAST AGAINST EARTH) 3" CLEAR
BELOW GRADE (FORMED EDGE) 2" CLEAR
3. DO NOT CUT TIES OR CONTINUOUS BARS TO PROVIDE CLEARANCE FOR EMBEDDED ITEMS OR OTHER OBSTRUCTIONS. INDIVIDUAL BARS
AND ITES MAY BE MOVED VERTICALLY UP 1.5" AS REQUIRED TO PROVIDE CLEARANCE FOR EMBEDS, HOOKS, ECT. DO NOT HEAT
REINFORCING TO BEND IT.
4. IF DOWELS OR VERTICAL RODS ARE CUT OR SEVERELY BENT, CONTRACTOR MAY BE REQUIRED TO REMOVE THE CONCRETE BACK TO
THE PREVIOUS POUR JOINT AND REPLACE THE DAMAGED BARS AND CONCRETE AT THE CONTRACTOR'S EXPENSE.
5. WHERE ANCHOR RODS ARE CAST INTO CONCRETE, PROVIDE SUPPLEMENTAL REINFORCING EACH WAY, TIED NEAR THE TOP AND BOTTOM
OF ALL ANCHORS RODS TO THE ADJACENT REBAR TO SECURE RODS DURING CONCRETE PLACEMENT. (MINIMUM SIZE #4)
CAST -IN-PLACE CONCRETE NOTES
1. CONCRETE SUPPLIER SHALL SUBMIT CONCRETE MIX DESIGN DATA TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.
2. CONCRETE SHALL HAVE AT LEAST THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:
1. FOOTINGS - 3000 PSI
2. MASONRY - (SEE MASONRY NOTES)
3. SLABS -ON -GRADE - 4000 PSI
3. MIX DESIGN SHALL INCLUDE AT LEAST THE FOLLOWING AMOUNTS OF PORTLAND CEMENT MEETING ASTM C150 OR D595 PER CUBIC YARD
OF CONCRETE.
4. PROPORTIONS OF CONCRETE MIX DESIGNS SHALL BE DETERMINED BY THE PROCEDURES ESTABLISHED IN SECTIONS 5.3 OF ACI 318-05.
5. MIX DESIGN MAY INCLUDE (TYPE C) FLYASH AS A REPLACEMENT FOR PORTLAND CEMENT UP TO A MAXIMUM OF 20% OF THE TOTAL
CEMENTIOUS MATERIAL. DO NOT USE FLYASH CONTAINING CONCRETE MIX WHEN THE TEMPERATURE DURING PLACEMENT OR CURING IS
PROJECTED TO FALL BELOW 60 DEGREES FAHRENHEIT.
6. MIX DESIGN MAY INCLUDE WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494, TYPE A, TO PROVIDE WORKABLITY AND
SPECIFIED SLUMP WITHOUT EXCEEDING SPECIFIED WATER/CEMENT RATIOS.
7, ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5.5% AIR ENTRAINMENT (+/- 1.5%). DO NOT EXCEED 3% AIR CONTENT IN
CONCRETE RECIEVING A STEEL TROWEL FINISH.
SPEAD FOOTINGS
1. ALL SPEAD FOOTING EXCAVATIONS SHALL BE FOUNDED IN PROPERLY COMPACTED SELECT FILL OR IN NATURAL SOILS WITH ALLOWABLE
NT BEARING CAPACITY OF AT LEAST 2000 PSF.
2. CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF ARKANSAS TO PROVIDE
GEOTECHNICAL ENGINEERING SERVICES AS REQUIRED.
PLAN KEY NOTES
1. NEW 4" 3000 PSI CONCRETE SLAB WITH 6X6 W1.4 X1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER
COMPACTED DRAINAGE FILL.
2. 8" CONCRETE BLOCK. FILL ALL CELLS AT ANCHOR BOLTS WITH 3000 PSI CONCRETE
3. (2) 2 X 12 S.Y.P. #2 WOOD JOISTS GIRDER. GLUED AND SCREWED TOGETHER W/#10 SCREWS @ 6" O.C.
4. DROP GIRDER. 2 x JOIST CONTINUOUS OVER TOP.
5. 16" X 16" DOUBLE CMU BLOCK PIER FOR COLUMN SUPPORT - CRISS CROSS BLOCKS. FILL ALL CELLS WITH
3000 PSI CONCRETE AND #4 VERTICAL BARS IN EACH CELL. EXTEND #4 BARS 9" INTO FOOTING.
6. 36" X 36" X 12" THICK CONCRETE FOOTING WITH 4 - #4 EACH WAY BOTTOM.
7. FOOTING: 2'-0" X V-0" W/ 3 #4 CONTINUOUS AND #4 TIES @ 12". (TYPICAL UNLESS OTHERWISE NOTED)
8. 5"X 5" X 1/4" STEEL TUBE AT FIRST FLOOR. PROVIDE SOLID WOOD BLOCKING AND FOUNDATION WALL WITH
FOOTING BELOW, TYPICAL AT ALL COLUMN LOCATIONS.
9. SITE FORMED CONCRETE STEPS
10. BRICK FOUNDATION VENTS
11. CRAWLSPACE ACCESS DOOR.
12.8" CONCRETE BLOCK WITH BRICK VENEER. FILL ALL CELLS AT ANCHOR BOLTS WITH 3000 PSI CONCRETE
13. CONCRETE PAD FOR CONDENSING UNIT.
14. CONCRETE WALKS.
B 9/6/18 Final Building Set
A 7/18/18 PRICING SET
No. Date Issue Notes
1219 South Spring St. HINSON RESIDENCE
Little Rock, AR 72202 407 Daisy Bates Drive
Phone 501.975.0052 Little Rock, AR 72202
Fax 501.372.7931
hh-architects.com
Date CAD File Name Project ID
herron horton architects hinsonresidence.vwx 2018-003
Foudation plan
A4.0
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IED
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1 FOUNDATION PLAN
N'
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6-101/2" 5'-7"
54'-0"
-----------------------------------
22'-0" ----- 2'-6 1
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M
MASONRY NOTES
1. ALL CONCRETE MASONRY UNITS (CMU) SHALL COMPLY WITH ASTM C90, GRADE N, TYPE 1. STANDARD WEIGHT UNITS SHALL BE USED
BELOW FINISHED FLOOR OR BELOW FINISHED GRADE (OR BELOW FINISHED FLOOR FOR STEM WALLS WITH SLAB ABOVE) AND
LIGHTWEIGHT UNITS SHALL BE USED ABOVE GRADE. SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS.
2. TYPE "S" MORTAR SHALL BE USED BELOW GRADE AND TYPE "N" MORTAR SHALL BE USED ABOVE GRADE WITH AN ALLOWABLE
COMPRESSIVE STRENGTH OF AT LEAST 1800 PSI FOR TYPE "S" AND 750 PSI FOR TYPE "N". MIX MORTAR IN ACCORDANCE WITH ASTM C270.
USE TYPE I PORTLAND CEMENT(TYPE III MAY BE USED FOR COLD WEATHER CONSTRUCTION) MEETING ASTM C1329, HYDRATED LIME
MEETING ASTM C270 AND AGGREGATE MEETING ASTM C144.
3. FILL ALL BOND BEAMS, ALL CMU CELLS WITH VERTICAL REINFORCING OR EXPANSION BOLTS AND ALL CELLS BELOW GRADE WITH 3000 PSI
GROUT MEETING THE FOLLOWING REQUIREMENTS:
A. USE A MINIMUM OF 5.5 BAGS OF PORTLAND CEMENT PER CUBIC YARD.
B. MAXIMUM WATER/CEMENT RATIO BY WEIGHT SHALL BE 0.54.
C. WATER -REDUCING ADMIXTURE MEETING ASTM C494 SHALL BE USED TO PROVIDE SUFFICIENT FLOWABILITY TO READILY FILL CELLS
WITH A REASONABLE AMOUNT OF RODDING. ADDITIONAL WATER WILL NOT BE ALLOWED AFTER INITIAL MIXING.
D. AGGREGATE SHALL BE WELL GRADED WITH A MAXIMUM SIZE OF 3/8".
E. ALTERNATE MIX DESIGNS WILL BE CONSIDERED IF SUBMITTED TO THE ARCHITECT FOR APPROVAL AFTER CONTRACT IS AWARDED.
ALTERNATE DESIGNS MUST SHOW SUFFICIENT FLOWABILITY CHARACTERISTICS AND A 28 -DAY COMPRESSIVE STRENGTH OF AT LEAST
3000 PSI.
4. MAXIMUM HEIGHT OF ALL GROUT FILL SHALL NOT EXCEED 4'-0" UNLESS CLEANOUT AND INSPECTION HOLE IS PROVIDED AT THE BOTTOM
OF THE POUR.
5. ALL CMU SHALL BE REINFORCED WITH #4 VERTICAL AND DOWELS AT 2'-8" ON CENTER UNLESS SPECIFICALLY NOTED ON OTHERWISE OR
NOTED AS UNREINFORCED MASONRY ON THE PLANS. WHERE SPLICES ARE REQUIRED, USE A LAP LENGTH OF AT LEAST 28 INCHES.
6. ALL VERTICAL CORNERS, VERTICAL END CELLS AND ONE CELL EACH SIDE OF OPENINGS SHALL BE GROUTED AND REINFORCED WITH (1)
#4 UNLESS NOTED OTHERWISE.
7. HORIZONTAL BOND BEAMS WITH (2) #5 CONTINUOUS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF ALL OPENINGS, AT STRUCTURALLY
CONNECTED ROOF AND FLOOR LEVELS, AT THE TOP OF ALL PARAPETS OR WALLS AND AS SPECIFICALLY SHOWN ON THE CONTRACT
DRAWINGS. BOND BEAMS ABOVE AND BELOW OPENINGS SHALL EXTEND AT LEAST 2'-0" BEYOND THE OPENING UNLESS NOTED
OTHERWISE.
8. WHERE VERTICAL REINFORCING AND HORIZONTAL REINFORCING INTERSECT, ALL REINFORCING SHALL RUN CONTINUOUS.
9. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AT CORNERS WITH 90 -DEGREE BENDS OR CORNER BARS WITH EACH LEG EQUAL TO
THE REQUIRED LAP LENGTH (SEE TYPICAL CORNER BAR DETAIL).
10.ALL CMU SHALL HAVE 9 GAUGE TRUSS TYPE JOINT REINFORCEMENT AT 16" O.C. VERTICALLY ABOVE GRADE AND 8" O.C. VERTICALLY
BELOW GRADE UNLESS NOTED OTHERWISE.
CONCRETE REINFORCEMENT NOTES
1. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED.
2. PROVIDE THE FOLLOWING PROTECTIVE COVERING FOR ALL REINFORCING BARS UNLESS DETAILED OR NOTED OTHERWISE:
SLAB -ON -GRADE BARS (BOTTOM) 3" CLEAR
BELOW GRADE CAST AGAINST EARTH) 3" CLEAR
BELOW GRADE (FORMED EDGE) 2" CLEAR
3. DO NOT CUT TIES OR CONTINUOUS BARS TO PROVIDE CLEARANCE FOR EMBEDDED ITEMS OR OTHER OBSTRUCTIONS. INDIVIDUAL BARS
AND ITES MAY BE MOVED VERTICALLY UP 1.5" AS REQUIRED TO PROVIDE CLEARANCE FOR EMBEDS, HOOKS, ECT. DO NOT HEAT
REINFORCING TO BEND IT.
4. IF DOWELS OR VERTICAL RODS ARE CUT OR SEVERELY BENT, CONTRACTOR MAY BE REQUIRED TO REMOVE THE CONCRETE BACK TO
THE PREVIOUS POUR JOINT AND REPLACE THE DAMAGED BARS AND CONCRETE AT THE CONTRACTOR'S EXPENSE.
5. WHERE ANCHOR RODS ARE CAST INTO CONCRETE, PROVIDE SUPPLEMENTAL REINFORCING EACH WAY, TIED NEAR THE TOP AND BOTTOM
OF ALL ANCHORS RODS TO THE ADJACENT REBAR TO SECURE RODS DURING CONCRETE PLACEMENT. (MINIMUM SIZE #4)
CAST -IN-PLACE CONCRETE NOTES
1. CONCRETE SUPPLIER SHALL SUBMIT CONCRETE MIX DESIGN DATA TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.
2. CONCRETE SHALL HAVE AT LEAST THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:
1. FOOTINGS - 3000 PSI
2. MASONRY - (SEE MASONRY NOTES)
3. SLABS -ON -GRADE - 4000 PSI
3. MIX DESIGN SHALL INCLUDE AT LEAST THE FOLLOWING AMOUNTS OF PORTLAND CEMENT MEETING ASTM C150 OR D595 PER CUBIC YARD
OF CONCRETE.
4. PROPORTIONS OF CONCRETE MIX DESIGNS SHALL BE DETERMINED BY THE PROCEDURES ESTABLISHED IN SECTIONS 5.3 OF ACI 318-05.
5. MIX DESIGN MAY INCLUDE (TYPE C) FLYASH AS A REPLACEMENT FOR PORTLAND CEMENT UP TO A MAXIMUM OF 20% OF THE TOTAL
CEMENTIOUS MATERIAL. DO NOT USE FLYASH CONTAINING CONCRETE MIX WHEN THE TEMPERATURE DURING PLACEMENT OR CURING IS
PROJECTED TO FALL BELOW 60 DEGREES FAHRENHEIT.
6. MIX DESIGN MAY INCLUDE WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494, TYPE A, TO PROVIDE WORKABLITY AND
SPECIFIED SLUMP WITHOUT EXCEEDING SPECIFIED WATER/CEMENT RATIOS.
7, ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5.5% AIR ENTRAINMENT (+/- 1.5%). DO NOT EXCEED 3% AIR CONTENT IN
CONCRETE RECIEVING A STEEL TROWEL FINISH.
SPEAD FOOTINGS
1. ALL SPEAD FOOTING EXCAVATIONS SHALL BE FOUNDED IN PROPERLY COMPACTED SELECT FILL OR IN NATURAL SOILS WITH ALLOWABLE
NT BEARING CAPACITY OF AT LEAST 2000 PSF.
2. CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF ARKANSAS TO PROVIDE
GEOTECHNICAL ENGINEERING SERVICES AS REQUIRED.
PLAN KEY NOTES
1. NEW 4" 3000 PSI CONCRETE SLAB WITH 6X6 W1.4 X1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER
COMPACTED DRAINAGE FILL.
2. 8" CONCRETE BLOCK. FILL ALL CELLS AT ANCHOR BOLTS WITH 3000 PSI CONCRETE
3. (2) 2 X 12 S.Y.P. #2 WOOD JOISTS GIRDER. GLUED AND SCREWED TOGETHER W/#10 SCREWS @ 6" O.C.
4. DROP GIRDER. 2 x JOIST CONTINUOUS OVER TOP.
5. 16" X 16" DOUBLE CMU BLOCK PIER FOR COLUMN SUPPORT - CRISS CROSS BLOCKS. FILL ALL CELLS WITH
3000 PSI CONCRETE AND #4 VERTICAL BARS IN EACH CELL. EXTEND #4 BARS 9" INTO FOOTING.
6. 36" X 36" X 12" THICK CONCRETE FOOTING WITH 4 - #4 EACH WAY BOTTOM.
7. FOOTING: 2'-0" X V-0" W/ 3 #4 CONTINUOUS AND #4 TIES @ 12". (TYPICAL UNLESS OTHERWISE NOTED)
8. 5"X 5" X 1/4" STEEL TUBE AT FIRST FLOOR. PROVIDE SOLID WOOD BLOCKING AND FOUNDATION WALL WITH
FOOTING BELOW, TYPICAL AT ALL COLUMN LOCATIONS.
9. SITE FORMED CONCRETE STEPS
10. BRICK FOUNDATION VENTS
11. CRAWLSPACE ACCESS DOOR.
12.8" CONCRETE BLOCK WITH BRICK VENEER. FILL ALL CELLS AT ANCHOR BOLTS WITH 3000 PSI CONCRETE
13. CONCRETE PAD FOR CONDENSING UNIT.
14. CONCRETE WALKS.
B 9/6/18 Final Building Set
A 7/18/18 PRICING SET
No. Date Issue Notes
1219 South Spring St. HINSON RESIDENCE
Little Rock, AR 72202 407 Daisy Bates Drive
Phone 501.975.0052 Little Rock, AR 72202
Fax 501.372.7931
hh-architects.com
Date CAD File Name Project ID
herron horton architects hinsonresidence.vwx 2018-003
Foudation plan
A4.0
C
IED
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_______________________
10
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-----+------------*--
1 FOUNDATION PLAN
N'
N
N
6-101/2" 5'-7"
54'-0"
-----------------------------------
22'-0" ----- 2'-6 1
00,
I
A
N
T
T
0
v
M
MASONRY NOTES
1. ALL CONCRETE MASONRY UNITS (CMU) SHALL COMPLY WITH ASTM C90, GRADE N, TYPE 1. STANDARD WEIGHT UNITS SHALL BE USED
BELOW FINISHED FLOOR OR BELOW FINISHED GRADE (OR BELOW FINISHED FLOOR FOR STEM WALLS WITH SLAB ABOVE) AND
LIGHTWEIGHT UNITS SHALL BE USED ABOVE GRADE. SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS.
2. TYPE "S" MORTAR SHALL BE USED BELOW GRADE AND TYPE "N" MORTAR SHALL BE USED ABOVE GRADE WITH AN ALLOWABLE
COMPRESSIVE STRENGTH OF AT LEAST 1800 PSI FOR TYPE "S" AND 750 PSI FOR TYPE "N". MIX MORTAR IN ACCORDANCE WITH ASTM C270.
USE TYPE I PORTLAND CEMENT(TYPE III MAY BE USED FOR COLD WEATHER CONSTRUCTION) MEETING ASTM C1329, HYDRATED LIME
MEETING ASTM C270 AND AGGREGATE MEETING ASTM C144.
3. FILL ALL BOND BEAMS, ALL CMU CELLS WITH VERTICAL REINFORCING OR EXPANSION BOLTS AND ALL CELLS BELOW GRADE WITH 3000 PSI
GROUT MEETING THE FOLLOWING REQUIREMENTS:
A. USE A MINIMUM OF 5.5 BAGS OF PORTLAND CEMENT PER CUBIC YARD.
B. MAXIMUM WATER/CEMENT RATIO BY WEIGHT SHALL BE 0.54.
C. WATER -REDUCING ADMIXTURE MEETING ASTM C494 SHALL BE USED TO PROVIDE SUFFICIENT FLOWABILITY TO READILY FILL CELLS
WITH A REASONABLE AMOUNT OF RODDING. ADDITIONAL WATER WILL NOT BE ALLOWED AFTER INITIAL MIXING.
D. AGGREGATE SHALL BE WELL GRADED WITH A MAXIMUM SIZE OF 3/8".
E. ALTERNATE MIX DESIGNS WILL BE CONSIDERED IF SUBMITTED TO THE ARCHITECT FOR APPROVAL AFTER CONTRACT IS AWARDED.
ALTERNATE DESIGNS MUST SHOW SUFFICIENT FLOWABILITY CHARACTERISTICS AND A 28 -DAY COMPRESSIVE STRENGTH OF AT LEAST
3000 PSI.
4. MAXIMUM HEIGHT OF ALL GROUT FILL SHALL NOT EXCEED 4'-0" UNLESS CLEANOUT AND INSPECTION HOLE IS PROVIDED AT THE BOTTOM
OF THE POUR.
5. ALL CMU SHALL BE REINFORCED WITH #4 VERTICAL AND DOWELS AT 2'-8" ON CENTER UNLESS SPECIFICALLY NOTED ON OTHERWISE OR
NOTED AS UNREINFORCED MASONRY ON THE PLANS. WHERE SPLICES ARE REQUIRED, USE A LAP LENGTH OF AT LEAST 28 INCHES.
6. ALL VERTICAL CORNERS, VERTICAL END CELLS AND ONE CELL EACH SIDE OF OPENINGS SHALL BE GROUTED AND REINFORCED WITH (1)
#4 UNLESS NOTED OTHERWISE.
7. HORIZONTAL BOND BEAMS WITH (2) #5 CONTINUOUS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF ALL OPENINGS, AT STRUCTURALLY
CONNECTED ROOF AND FLOOR LEVELS, AT THE TOP OF ALL PARAPETS OR WALLS AND AS SPECIFICALLY SHOWN ON THE CONTRACT
DRAWINGS. BOND BEAMS ABOVE AND BELOW OPENINGS SHALL EXTEND AT LEAST 2'-0" BEYOND THE OPENING UNLESS NOTED
OTHERWISE.
8. WHERE VERTICAL REINFORCING AND HORIZONTAL REINFORCING INTERSECT, ALL REINFORCING SHALL RUN CONTINUOUS.
9. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AT CORNERS WITH 90 -DEGREE BENDS OR CORNER BARS WITH EACH LEG EQUAL TO
THE REQUIRED LAP LENGTH (SEE TYPICAL CORNER BAR DETAIL).
10.ALL CMU SHALL HAVE 9 GAUGE TRUSS TYPE JOINT REINFORCEMENT AT 16" O.C. VERTICALLY ABOVE GRADE AND 8" O.C. VERTICALLY
BELOW GRADE UNLESS NOTED OTHERWISE.
CONCRETE REINFORCEMENT NOTES
1. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED.
2. PROVIDE THE FOLLOWING PROTECTIVE COVERING FOR ALL REINFORCING BARS UNLESS DETAILED OR NOTED OTHERWISE:
SLAB -ON -GRADE BARS (BOTTOM) 3" CLEAR
BELOW GRADE CAST AGAINST EARTH) 3" CLEAR
BELOW GRADE (FORMED EDGE) 2" CLEAR
3. DO NOT CUT TIES OR CONTINUOUS BARS TO PROVIDE CLEARANCE FOR EMBEDDED ITEMS OR OTHER OBSTRUCTIONS. INDIVIDUAL BARS
AND ITES MAY BE MOVED VERTICALLY UP 1.5" AS REQUIRED TO PROVIDE CLEARANCE FOR EMBEDS, HOOKS, ECT. DO NOT HEAT
REINFORCING TO BEND IT.
4. IF DOWELS OR VERTICAL RODS ARE CUT OR SEVERELY BENT, CONTRACTOR MAY BE REQUIRED TO REMOVE THE CONCRETE BACK TO
THE PREVIOUS POUR JOINT AND REPLACE THE DAMAGED BARS AND CONCRETE AT THE CONTRACTOR'S EXPENSE.
5. WHERE ANCHOR RODS ARE CAST INTO CONCRETE, PROVIDE SUPPLEMENTAL REINFORCING EACH WAY, TIED NEAR THE TOP AND BOTTOM
OF ALL ANCHORS RODS TO THE ADJACENT REBAR TO SECURE RODS DURING CONCRETE PLACEMENT. (MINIMUM SIZE #4)
CAST -IN-PLACE CONCRETE NOTES
1. CONCRETE SUPPLIER SHALL SUBMIT CONCRETE MIX DESIGN DATA TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.
2. CONCRETE SHALL HAVE AT LEAST THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:
1. FOOTINGS - 3000 PSI
2. MASONRY - (SEE MASONRY NOTES)
3. SLABS -ON -GRADE - 4000 PSI
3. MIX DESIGN SHALL INCLUDE AT LEAST THE FOLLOWING AMOUNTS OF PORTLAND CEMENT MEETING ASTM C150 OR D595 PER CUBIC YARD
OF CONCRETE.
4. PROPORTIONS OF CONCRETE MIX DESIGNS SHALL BE DETERMINED BY THE PROCEDURES ESTABLISHED IN SECTIONS 5.3 OF ACI 318-05.
5. MIX DESIGN MAY INCLUDE (TYPE C) FLYASH AS A REPLACEMENT FOR PORTLAND CEMENT UP TO A MAXIMUM OF 20% OF THE TOTAL
CEMENTIOUS MATERIAL. DO NOT USE FLYASH CONTAINING CONCRETE MIX WHEN THE TEMPERATURE DURING PLACEMENT OR CURING IS
PROJECTED TO FALL BELOW 60 DEGREES FAHRENHEIT.
6. MIX DESIGN MAY INCLUDE WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494, TYPE A, TO PROVIDE WORKABLITY AND
SPECIFIED SLUMP WITHOUT EXCEEDING SPECIFIED WATER/CEMENT RATIOS.
7, ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5.5% AIR ENTRAINMENT (+/- 1.5%). DO NOT EXCEED 3% AIR CONTENT IN
CONCRETE RECIEVING A STEEL TROWEL FINISH.
SPEAD FOOTINGS
1. ALL SPEAD FOOTING EXCAVATIONS SHALL BE FOUNDED IN PROPERLY COMPACTED SELECT FILL OR IN NATURAL SOILS WITH ALLOWABLE
NT BEARING CAPACITY OF AT LEAST 2000 PSF.
2. CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF ARKANSAS TO PROVIDE
GEOTECHNICAL ENGINEERING SERVICES AS REQUIRED.
PLAN KEY NOTES
1. NEW 4" 3000 PSI CONCRETE SLAB WITH 6X6 W1.4 X1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER
COMPACTED DRAINAGE FILL.
2. 8" CONCRETE BLOCK. FILL ALL CELLS AT ANCHOR BOLTS WITH 3000 PSI CONCRETE
3. (2) 2 X 12 S.Y.P. #2 WOOD JOISTS GIRDER. GLUED AND SCREWED TOGETHER W/#10 SCREWS @ 6" O.C.
4. DROP GIRDER. 2 x JOIST CONTINUOUS OVER TOP.
5. 16" X 16" DOUBLE CMU BLOCK PIER FOR COLUMN SUPPORT - CRISS CROSS BLOCKS. FILL ALL CELLS WITH
3000 PSI CONCRETE AND #4 VERTICAL BARS IN EACH CELL. EXTEND #4 BARS 9" INTO FOOTING.
6. 36" X 36" X 12" THICK CONCRETE FOOTING WITH 4 - #4 EACH WAY BOTTOM.
7. FOOTING: 2'-0" X V-0" W/ 3 #4 CONTINUOUS AND #4 TIES @ 12". (TYPICAL UNLESS OTHERWISE NOTED)
8. 5"X 5" X 1/4" STEEL TUBE AT FIRST FLOOR. PROVIDE SOLID WOOD BLOCKING AND FOUNDATION WALL WITH
FOOTING BELOW, TYPICAL AT ALL COLUMN LOCATIONS.
9. SITE FORMED CONCRETE STEPS
10. BRICK FOUNDATION VENTS
11. CRAWLSPACE ACCESS DOOR.
12.8" CONCRETE BLOCK WITH BRICK VENEER. FILL ALL CELLS AT ANCHOR BOLTS WITH 3000 PSI CONCRETE
13. CONCRETE PAD FOR CONDENSING UNIT.
14. CONCRETE WALKS.
B 9/6/18 Final Building Set
A 7/18/18 PRICING SET
No. Date Issue Notes
1219 South Spring St. HINSON RESIDENCE
Little Rock, AR 72202 407 Daisy Bates Drive
Phone 501.975.0052 Little Rock, AR 72202
Fax 501.372.7931
hh-architects.com
Date CAD File Name Project ID
herron horton architects hinsonresidence.vwx 2018-003
Foudation plan
A4.0
C
IED