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MAR 1 8 2005
COLLEGE STATION
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Peter B. Vanecek
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Peter B. Vanecek
rROJECI" SITE
JACK & DOROTHY
MILLER PARK
LOCATION OF EXISTING
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1. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION, LANDSCAPING, ETC, THAT I5 TO LEGEND
REMAIN FROM DAMAGE DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL AT ALL TIME5 KEEP THE PREMISES FREE FROM ACCUMULATION OF NEW CONCRETE, BASE BID (N) NEW
WASTE MATERIALS OR RUBBISH CAUSED BY THE CONTRACTOR'5 OR 5UD-CONTRACTOR'S (E) EXISTING
OPERATION. - ITEMS TO BE DEMOLISHED OR RELOCATED
3, CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT SHOULD CONCEALED OR UNKNOWN E.J. EXPANSION JOINT
CONDITIONS IN THE EX151ING STRUCTURE, DIFFERING FROM THOSE ORIGINALLY + 100.0' EXISTING SPOT ELEVATION C.J. CONTROL JOINT
ENCOUNTERED, BE UNCOVERED, D.S. DOWNSPOUT
4. CONTRACTOR SHALL BE RE5PON5IBLE FOR VERIFICATION AND COORDINATION OF ALL + 100.0' FINISHED SPOT ELEVATION
DIMENSIONS DURING LAYOUT AND SHALL CONTACT THE ARCHITECT SHOULD ANY PROBLEMS _W_ UTILITY LINE AS INDICATED
BECOME EVIDENT.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION5 PRIOR TO 13EGINNNG ANY --- PROPERTY LINE
CONSTRUCTION. GE LIGHT FIXTURE, 400 WATT METAL HALIDE,
6. ALL GENERAL CONSTRUCTION, ELECTRICAL, ETC. SHALL CONFORM TO ® FG5 - G -400- MH - 0 -A22 -XX W/ WIRE
APPLICABLE CODE REQUIREMENTS A5 PER THE CITY OF COLLEGE STATION. GUARD, 240 VOLT W/ LAMP APPROXIMATE LOCATION OF 1
7. GENERAL CONTRACTOR SHALL NOTIFY THE CITY OF COLLEGE STATION ENGINEERING DIVISION EXCELINE WALL MOUNTED LIGHT FIXTURE TEMPORARY CHAIN LINK FENCING
FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION IN ANY OF CITY OF G51D1754MAL 240 VOLT
COLLEGE STATION RIGHT-OF-WAY AND/OR PUBLIC EASEMENT, X --
8. ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE HANDICAPPED WEATHERPROOF GFI PROTECTED DUPLEX X
ACCESSIBILITY ACT OF TEXAS, A5 IDENTIFIED 1N ARTICLE 7, ARTICLE 6018, VERNON'5 TEXAS OUTLET + 25'-0"
CIVIL STATUES AND THE AMERICANS WITH DISABILITIES ACT (ADA). ® ALTERNATE #1, KIRLING LIGHT FIXTURE
100 WATT MEDIUM BASE METAL HALIDE, 1'-0" 25'-0
555128-15-27 LIGHT GRAY, 240 VOLT
VICINITY MAP- COLLEGE STATION, TX NO SCALE 20 GENERAL NOTES
(Z)
1
PRE -FIN. MTL. ROOF PANELS ON MTL.
PURLINS - REF. BLDG. MFG. FOR
PURLING SPACING
PRE -FINISHED MTL. GUTTER &
DOWNSPOUT - GALV.
T
PURLINS TO BE PAINTED IN
LIGHT GRAY AS UNDERSIDE
NO SCALE
O
SECTION
0 1 2
PRE -FIN. MTL. ROOF PANELS - SECURITY LLIGHT
MATCH COLOR OF SHINGLES MOUNTED TO STEEL BEAM
ON EXIST. ROOF BLDGS. � 1 92 12
1
MTL. BLDG. FRAME
PAINT TO MATCH EXIST. ACCENT BRICK
12 RED BRICK COLOR = _ C0 72 COURSE
1
ACCENT BRICK
T.0 FdCL
SUSPENDED 0 51 COURSE
OUTDOOR FIXED ACCENT BRICK Q
ACCENT BRICK SUSPENDED BACKBOARD a 38 COURSE
SEATING BRICK COL, MATCH ADJUSTABLE ACCENT BRICK
EXIST. BLDGG.
AREA SCHEME COLOR . BACKBOARD,
0 25 COURSE
101.5 ALTERNATE #2 -�-, ACCENT BRICK
F.F. 10
(E) �Ah�K�ETBALL COURT 012 COURSE
=
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ALTERNATE #1 EASE BID
ELEVATION
A B C D
RIDGE TRIM
PRE -FIN. MTL. ROOF
PANELS, MATCH
COLOR OF SHINGLES
OF EXIST. ROOF 12:1
BLDGS.
PRE -FIN. MTL. ACCENT BRICK
GUTTER SUSPENDED
PRE -FIN. MTL. ADJUSTABLE C0 72 COURSE
DOWNSPOUT DACKBOARD, 1 112:1,TI I I I III I I
ALTERNATE #2 ; -- -- ; ACCENT BRICK
' 0 51 COURSE
ACCENT BRICK 7 ACCENT BRICK
REFER ALTERNATE #1 FOR 0138 COURSE
BRICK COL, SUSPENDED - OUTDOOR SEATING AREA ACCENT BRICK
MATCH SCHEME FIXED o o 0 25 COURSE
COLOR OF BACKBOARD -
EXIST. BLDG. - ACCENT BRICK
012 COURSE
ELEVATION
11/A1
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(E) TREE
E--- EXISTING CONC. P.
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9.65 ■ D 5 T05 99.56 r BACKBOARD POLE TO BE REMOVED. ATCH T 5
TO5 99.86 CONC. PAD, PAINT 2" WHITE LINE AND PATCH COLOR-" ' TOsi 9�.2
SURFACING TO MATCH EXISTING COLOR 1 I (E) NC. SIDEW K
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(N) CONC. SLAB ' -^- I
��� SUSPENDED I
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- : -•? BACKDOARD
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USPENDED ( ( Z
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ADJUSTABLE � I I i TO REM NEADW.
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SUSPENDED BACKBOARD, I i
' ADJUSTABLE HEIGHT ALTERNATE z
1-0 6-0 5-0 5-0 10 5/8 ' ' #2 z
BACKBOARD,
ALTERNATE #2 i'
(E) TREE TO BE REMOVED, : . "- •" I I
ALTERNATE #1
5'�------ --------------------- — - — - — - ------ -- ---- - ID.S. '
TOS 99.82 ,
05100.08 " T 5 99.53 �
99.1 1
AL ERNA E #1 1 , REEt CATER BENCH
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REFER ALTERNATE #1
11/A1` N NC. SLAB PROVIDESURFACEPRCON Q \
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(N) gCNCH REFER SPEC'S ( I z Q
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ALTERNATE i ��� (N) BRICK BENCH NEW 1" DIA PVC
9/A2 :1 t I I WATER LINE, MI
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20 AMP/1201 CIRCUIT �- 25 AMP/240V I NEW 4" DIA
x* CIRCUIT (2) #4 SUSPENDED'—
(2) #6 & (1) #10 GRND. & (1) #10 GRND. HEIGHT FIXED I I PVC DRAIN
ROUTE TO (E) PANES (N) CONC. SLAB r �-' ROUTE TO (E) BACi:BOARD
• _` L (N) 13REAKR
PANEL, _ tt I I z
INSTALL (N) SIM.
I A2 :' ' `. BREAKER
ELECTRICAL CONTROL PANEL,
_—_—,------- RECESSEDINCOLUMN — 05100.5— ------------- �""'--1,_8/iCKBOARDPOLE TOBE _ - '
"- (05100.15- REMC!D. PATCH CONC. PAD PAINT T05 99.96 D.S.
" P.S. 021 00.0 " 1.TE LINE N CHCOLOR
100.51 ROS NEW (3) ELECTRICAL CIRCUITS TO (E) SURFICING TO MATCH EXISTING T05 99.9 '
PULL13OX AND PULL WIRE TO E PANEL 20 AMP/2401 CIRCUIT / " ( z •�c-
O PB (2) #6 & (1) #10 GRND. ���, 1� COLOR
(E) 2 DIA. CONDUIT TO ..� �� ROUTE TO (E) PANEL, I I o
(E) 200 AMP ELECTRIC��� , 3'-10 5/8" INSTALL BREAKER 61'-2 3/4" 3'-10 5/8"
PANEL- APPROX. 625' ��' zoil_'
69'-0" ; I-1
FLOOR PLAN
X m-- X
APPROXIMATE LOCATION OF
TEMPORARY CHAIN LINK FENCING- --T
�-- EXISTING CONC. P
MAR 1 S 2005
COLLEGE STATION
,ERI MAR 17 2005
S77C OLLEGE STA
,TION ENGINEERIt ..
1/8"=1'-0"
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PATTERSON
ARCHITECTS
design for our
children's future
www.patarch.com
701 South Texas Avenue
Bryan, Texas 77803
979 775 6036
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,TION ENGINEERIt ..
1/8"=1'-0"
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PATTERSON
ARCHITECTS
design for our
children's future
www.patarch.com
701 South Texas Avenue
Bryan, Texas 77803
979 775 6036
r, e ` �. A77"��,d • x
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Project Number
2435
Date Issued
FEBRUARY 2005
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PLATE TO BE WHITE PLASTIC WITH 3/16"
ENGRAVED LETTERING ATTACHED TO PANEL
WITH MIN. 4 POP RIVETS
0 COURT LIGHTING CONTROLS: 0
1. PUSH BUTTON ON FOR APPROXIMATELY 1
HOUR OF LIGHTING AFTER DARK
2. WARNING BUZZER WILL SOUND 1 MINUTE
PRIOR TO LIGHTING SHUT OFF
3. AFTER BUZZER HAS SOUNDED PUSH BUTTON
FOR ADDITIONAL PLAYING TIME
10 4• PARK CURFEW 11 FM - 5 AM (LIGHTS OFF) O
1
LIGHTING CONTROL INSTRUCTION N.T.S.
PLATE
PC = 3000VA PHOTOCELL
TC = TIME CLOCK -24 HOUR
TD = TIME DELAY -ADJUSTABLE
C = LIGHTING CONTACTOR 10OA/3P
PB = PUSH BUTTON
LIGHTING CONTROL
N.T.S.
SEAL W/JOINT
MATERIAL - PER SPECS
DEFORMED TIE BAR
NO.3 X 16'0 24" O.C.
5" CONCRETE PAVING W/
#3 5ARS 012" O.C.E.W.
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CONTROL JOINT
1
COLUMN BEYOND
NEW CONC. SLAB
1/2" DIA. X 16" LONG
rDOWEL (016" O.C. - COAT
ONE SIDE TO PREVENT
BOND - DRILL INTO EXIST.
CONC. MIN. 6"
1/2" EXPANSION JT. FILLER
W/ SEALANT - PER SPECS
EXISTING PAVING
^ ° •, D oho ,, _.
D � Q
3'-0" 5EYOND LIMITS OF PAVING
EXISTING SUB -GRADE
PROVIDE 9" THICKED EDGE AND
ADDITIONAL #4 BAR AT SIDEWALK
PERIMETER FOR DOWELS
EXISTING FOUNDATION
6" MINIMUM COMPACTED
FILL - EXTEND 3'-0" BEYOND
LIMITS OF PAVING
11/21=1'-0" (1e) EXP AN51ON JOINT
4"
HARD TROWEL EDGES
EACH SIDE
1/2" EXP. JOINT FILLER
W/ SEALER - PER SPECS
PLASTIC SLEEVES -12" LONG
CONC. REINF.
5/8" DIAMETER X 1'-6"
SMOOTH DOWEL @ 12" O.C.
COMPACTED
FILL - SCS
11/2"=1'-0"
- BRICK WALL
24 GA PREFINISHED SHT. MTL.
-5"Y-5" DOWNSPOUT
_ TYP. 20 GA. PREFINISHED STRAP
TO 'WALL W/ 2 GALV. 5/16"
DIA. EXP. BOLTS - SPACE CSD 6-0"
O.C. APPROX.
_ TYP. CONC. SPLASH 5LOCK
WHERE REQUIRED
PLAN VIEW
2'-0" X T -O") STD.
DOWNSPOUT & SPLASH BLOCK 1 11/2"=1'-0"
PREFINISHED MTL. I
STEEL BEAM J
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PHOTOCELL "PC', FIELD LOCATE
TO MATCH FIELD DRICK
HOFFMAN NEMA 4 X STAINLESS
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5" CONC. PAVING W/
STEEL ENCLOSURE W/ SACK
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MOUNTING PLATE AND LOCK.
#3 BARS 0 16" O.C.E.W
PROVIDE LAMINATED WIRING
-
DIAGRAM PERMANENTLY
MOUNTED IN51PE COVER
PLAYER MANUAL PUSH SUTTON "PB"
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0
LIGHTING CONTROL INSTRUCTION
PLATE, SEE PTL. 20/A2
SUBGRAPE - EXTEND 3'-0"
1111=
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111111
1111
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MOUNT LIGHTING CONTACTOR AND
IIIIIIIIIIIII 11115EYOND
LIMITS OF PAVING
111
CONTROLS ON ENCLOSURE BACK PANEL
EXPANSION JOINT
WHERE REQUIRED
WEATHERPROOF BUZZER FOR LIGHT
u
SHUT OFF WARNINGONCE.]VY"
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WEATHERPROOF GFIPROTECTED
DUPLEX OUTLET
NEW CONC. SLAB
Q
1/2" DIA. X 16" LONG DOWEL 016" O.C. -
COAT ONE SIDE TO PREVENT BOND -
DRILL INTO EXIST. CONC. MIN. 6"
1/2" EXPANSION JT. FILLER
W/ SEALANT - PER SPECS
SLOPE 1:50
EXISTING PAYING
II I=1 I I-1 I I-1 11--111--111-11 El 11=1 I I
6" MIN. COMPACTED FILL- EXTEND
3'-0" BEYOND LIMITS OF PAVING
EXISTING 5UD-GRADE
CONCRETE SLAB 3/4"=1'-0" 13 CONC. SLAB PERIMETER
2"
FIXED RIDGE
FLASHING
FASTENER 0 36" O.C.
OUTSIDE CLOSURE W/
TAPE SEALANT AT
VERTICAL LEGS
�— TRI -BEAD TAPE SEALER
PRE -FINISHED
_MTL. PANEL —1
FASTENER
16 GA. SUPPORT
PLATE
E-- PURLIN TO BE PAINTED
RIDGE DETAIL 12 11/2"=1'-0"ub
1PRE FINISHED MTL.
ROOF PANEL
-----__ TOP OF STRUT
24 GPA,
STRAP C� -
S. 32" O.C.
24 GA. PREFINISHED
GUTTER BY ROOF MFGR.
e�---- FREFINISHED
TRIM
EXPOSED
PAINTED STRUT Q
KING SIZE BRICK
COLUMN DEYOND
GUTTER 3"=1'-0"
1'-7 5/8"
�---SOLID KING SIZE
BRICK
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BRICK 5ENCH - ALTERNATE #1 1 11/2"=1'-0"
5'-0"
TREAD, BRICK PAVER - COLOR
TO MATCH FIELD DRICK
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1111=1111 L(i�=
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SUBGRAPE - EXTEND 3'-0"
1111=
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111111
1111
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IIIIIIIIIIIII 11115EYOND
LIMITS OF PAVING
111
EXISTING 5UD-GRADE
EXPANSION JOINT
WHERE REQUIRED
3/4"-1'-0" (q) TYP. STEP - ALTERNATE #1
3/4"=1'-0"
nUUciv i VNIUN
MATCH BRICK COLOR WITH
ACCENT BRICK OF EXIST. BLDG.
COPE MASONRY AROUND
STEEL BEAM & SEAL
PAINTED EXPOSED
METAL BEAM
MORTAR, MATCH
MORTAR COLOR AT
EXISTING BLDG.
KING SIZE BRICK.
MATCH BRICK COLOR
OF EXIST. BLDG.
MTL. BEAM Cad BRICK COLUMN
KING SIZE BRICK W/
HORIZ• REINF. CQ
4" CONC. WALL
METAL COLUMN
COLUMN TIES
IN I
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COLUMN - ALTE
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(F) GRADE I (N) PAVING,'
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1/2" EXPANSION JOINT
3/4"=1'-0"
PAT;TERSON
ARCHITECTS
design for our
children's future
www.patarch.com
701 South Texas Avenue
Bryan, Texas 77803
979 775 6036
0r,
Project Number
2435
Date Issued
FEBRUARY 2005
Revisions
N S E
a
OF
°
0 COPYRIGHT 2005
0
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3'-10$" 4 8
2'-6"
g sECTI0N
NTS
4- #5 T&B EACH WAY
CONT. LOOP
ONE DIRECTION
co
6 MIL POLY I
TYP. 12136 PIER.
REF. C/S1.1
EXTEND VERT. REINFORCEMENT
24" INTO PIER CAPS
3 TIES @10" C -C
3"
4-#6 BARS
F -12"
36"
12/36 PIER
NTS
BEAR PIERS IN HARD TAN
SILTY SAND @ 10' BELOW
EXIST. GROUND SURFACE
GENERAL FOUNDATION NOTES
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS AND SHALL HAVE AN APPROVED AIR
ENTRAINMENT AGENT. FLY ASH MAYBE CONSIDERED AT THE
DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATURE AT THE
TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70 DEGRESS
FAHRENHEIT.
2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE
SLAB SHALL BE REINFORCED WITH #4 BARS 16 IN. OCEW OR
ALT. #3 @ 12" OCEW IN ADDITION TO THE TOP BEAM OR CANTILEVER
REINFORCEMENT SHOWN IN THE SECTIONS.
3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH
BEAM SHALL BE REINFORCED AS SHOWN ON THE BEAM DETAILS.
4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY
NO. 3 STIRRUPS AS INDICATED AND SPACED AT NOT MORE THAN 2
FEET ON CENTER.
5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS
OR MASONRY BRIQUETTES AT NOT MORE THAN 6 FEET ON CENTER.
6. REINFORCING BARS WILL BE SECURED AT EVERY OTHER
INTERSECTION.
7. LAPS AND SPLICES IN REINFORCING BARS WILL BE A MINIMUM OF
30 BAR DIAMETERS.
8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE
INCREASED AS NECESSARY TO PENETRATE A MINIMUM OF 12
INCHES BELOW GROUND.
9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6
INCHES WHERE CONFLICTS WITH PLUMBING LAYOUTS OCCUR.
10. SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY
THE DROP BE DEEPENED BY THE SAME AMOUNT WITH TRANSITIONS
IN DEPTH OCCURRING OVER A 1 TO 12 SLOPE.
11. THE AREA UNDERNEATH THE SLAB AND 3 FEET BEYOND SHALL
BE STRIPPED OF VEGETATION AND OTHER ORGANIC MATTER TO A
MINIMUM DEPTH OF 6 INCHES BELOW EXISTING GRADE.
12. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A
MAXIMUM PLASTICITY INDEX OF 20 OR LESS. THE MINIMUM
PLASTICITY INDEX SHALL BE 5. ALL FILL SHALL BE PLACED IN
MAXIMUM LIFT THICKNESSES OF SIX (6) INCHES. EACH LIFT SHALL BE
COMPACTED TO 95 % OF STANDARD PROCTOR DENSITY (ASTM D-698)
AT A MOISTURE CONTENT -1 % TO +3% OF OPTIMUM.
13. WHERE LOT SHAPES REQUIRE BEAMS TO BE 4'-0" TO 5'-0" DEEP, A
HORIZONTAL NO. 5 BAR SHALL BE ADDED TO EACH SIDE OF THE
BEAM AT MIDHEIGHT. FOR DEPTHS OF 6-0" TO 6'-0", TWO HORIZONTAL
NO. 5 BARS SHALL BE ADDED TO EACH SIDE OF THE BEAM AND EQUALLY
SPACED VERTICALLY. FOR BEAMS DEEPER THAN 6-0" THE
ENGINEER SHALL BE CONTACTED FOR SPECIAL DESIGN.
14. A 4 INCH PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED
UNDER THE SLAB.
15. A 6 MIL POLY VAPOR BARRIER SHALL BE PLACED UNDER ALL
CONCRETE. TEARS IN THE VAPOR BARRIER SHALL BE REPAIRED.
AT EXTERIOR BEAMS, POLY BARRIER SHALL BE CONTINUED OVER
THE OUTER EDGE AND TACKED TO FORM.
16. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND
STANDING WATER PRIOR TO POURING CONCRETE.
17. STRUCTURAL DRAWINGS TO BE COORDINATED W/
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR
ALL OPENINGS, INSERTS, AND RELATED ITEMS.
18. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM
AND SHALL BE VERIFIED WITH THE FLOOR PLAN AND THE OWNER
NOTIFIED IF DISCREPANCIES EXIST.
19. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE
FOUNDATION SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER AND THE ENGINEER PRIOR TO CONCRETE PLACEMENT.
20. FOUR CORNER BARS SHALL BE SECURELY TIED TO THE
INTERSECTING BEAM BARS AT ALL EXTERIOR BEAM INTERSECTIONS.
THEY SHALL BE NO. 5 BARS BENT TO A RIGHT ANGLE WITH 1'-5' LEGS.
SEE (2) CORRESPONDING DETAILS.
21. BASED ON IBC 2000 PROVISIONS, SECTIONS 7.2 & 7.3, ALL BARS
SHALL BE COLD BENT WITH A MINIMUM INTERNAL BEND RADIUS OF 6
BAR DIAMETERS EXCEPT STIRRUPS AND TIES, WHICH SHALL BE
GREATER THAN 4 BAR DIAMETERS IN REGARD TO INTERNAL BEND
RADII. BENDING SHALL NOT BE DONE IN FIELD U.N.O.
22. FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED
BY GESSNER ENGINEERING ON DECEMBER 30, 2004.
23. PIERS MUST BE POURED THE SAME DAY THEY ARE DRILLED. PIER
SHAFTS SHALL NOT BE LEFT OPEN OVERNIGHT. PIERS THAT
ARE UNABLE TO BE POURED ON THE SAME DAY AS THEY ARE
DRILLED SHALL BE BACKFILLED AS PER THE GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS.
CONCRETE PROTECTION
FOR REINFORCEMENT
THE FOLLOWING MINIMUM CONCRETE COVER SHALL
BE PROVIDED FOR REINFORCEMENT FOR
CAST -IN-PLACE CONCRETE CONSTRUCTION:
CONCRETE CAST AGAINST AND 3 INCHES
PERMANENTLY EXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR
WEATHER:
NO. 6 THRU NO. 18 BARS 2 INCHES
NO 5 BARS & SMALLER 1 1.5 INCHES
CONCRETE NOT EXPOSED TO
WEATHER OR IN CONTACT WITH
GROUND:
SLABS, WALLS, JOISTS
NO. 14 & NO. 18 BARS 1.5 INCHES
NO 11 BARS & SMALLER 0.75 INCHES
BEAM, COLUMNS:
PRIMARY REINFORCEMENT, TIES,
STIRRUPS, SPIRALS 1.5 INCHES
THE MINIMUM CLEAR SPACING BETWEEN PARALLEL
BARS IN A LAYER SHALL BE THE DIAMETER OF THE
BAR, BUT NOT LESS THAN ONE (1) INCH.
NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE
SHALL NOT BE LARGER THAN:
A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES
OF FORMS, NOR
B. 1/3 THE DEPTH OF SLABS, NOR
C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN
INDIVIDUAL REINFORCING BARS.
Gessner
°F Tle,
� Engineering
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iii 1712 Southwest Pky, Ste 105
THOMAS E. GESSNER College Station, Texas 77840
90967 P.O. Box 10763, 77842-0763
0�FSs ION
Ns 979.680.8840 (Fax) e)
.► , _ www.gessnerengineering.com
PAT ERSON
CHITFTS
design for our
children's future
www.patarch.com
701 South Texas Avenue
Bryan, Texas 77803
979 775 6036
Project Number
2435
Date Issued
MARCH 2005
Revisions
PLANS FOR
CONSTRUCTION
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? COPYRIGHT 2004