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1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS,
CONCRETE COVERi SPLICE AND DEVELOPMENT LENGTHi CORNER
DETAILSj REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION
JOINTS
2. CONTRACTOR SHALL PROVIDE A CONTINUOUS KEY AND WATERSTOP AT
ALL JOINTS IN WALL AND FLOOR CONSTRUCTION, A DETAILED JOINT
LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
APPROVAL
3. MAT FOUNDATION SHALL HAVE A CONTINUOUS PERIMETER WATERSTOP
AT THE INTERFACE WITH ADJACENT PAVEMENT, REFER TO 3/SHT 9
FOR DETAIL
4. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL
CONSTRUCTION. THE ANCHORAGE OF THE SAME SHALL BE THE RESPON-
SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST
FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE
ENGINEER PRIOR TO CONSTRUCTION
5, DIMENSIONS LABELED THUS (w), INDICATE PHYSICAL DIMENSION TO
BE SET BY FABRICATOR
6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES
AND EXACT LOCATIONS
7, REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE
CEILINGS
8. SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINFORCING AS
SHOWN THROUGHOUT SLAB. REINFORCING STEEL RUNNING NORTH AND
SOUTH SHALL BE PLACED AS OUTER MATS AND REINFORCING STEEL
RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS
PLAN NOTES
GENERAL NOTESi
1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE STANDARD
BUILDING CODE, LATEST EDITION,
2. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND
PRESSURES SPECIFIED IN SECTION 1205 OF THE ABOVE STATED
BUILDING CODE,
3. THE DESIGN GRAVITY LOADS ARE AS FOLLOWS,
SUPERIMPOSED DEAD LOADS
MECHANICAL,, ................................. 5 PSF
FINISHES ............................... AS REQUIRED
LIVE LOADS
ROOF........................................ 20 PSF
FLOOR ...................................... 125 PSF
ATTIC....................................... 75 PSF
4. LIVE LOAD REDUCTIONS FOR STRUCTURE ARE IN STRICT ACCORDANCE
WITH THE AFOREMENTIONED CODE,
5. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE
ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE
INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
6. ANY DISCREPANCY BETWEEN THE DIMENSIONS INDICATED ON THE
STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR THE STRUC-
TURAL ENGINEER,
7. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND
PLUMBING DRAWINGS <SHEET 1 THRU 26 - RE, NOTE 11) FOR
SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN INDICATED. OPENINGS
IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 IN-
CHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REIN-
FORCEMENT, UNLESS NOTED OTHERWISE, THE LOCATION OF SLEEVES
OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE APPROVED BY THE
STRUCTURAL ENGINEER,
8. GENERAL CONTRACTOR IS TO VERIFY AND COORDINATE THE SIZE AND
LOCATION OF ALL PENETRATIONS THROUGH THE STRUCTURE,
9. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY
CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN
LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS
ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND
OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED,
ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON,
10. ALL CODES REFERRED TO IN THESE NOTES SHALL BE UNDERSTOOD TO
BE THE MOST RECENT EDITION,
11. THE STRUCTURAL DRAWINGS, SHEET 'Sl' THRU 'S8', CONTAIN CER-
TAIN SPECIFIC REFERENCES TO DRAWINGS SHEET '1' THRU SHEET
'26', PREPARED BY BLACK & VEATCH ARCHITECTS. THESE STATED
SHEETS WERE PREPARED FOR THE CITY OF LaPORTE, PROJECT
#14453.100. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
CAREFULLY INTEGRATE EACH SET OF DOCUMENTS INTO A COMPREHEN-
SIVE CONSTRUCTION PACKAGE, AS IT RELATES TO HIS KNOWLEDGE OF
THE SAME. THE CONTRACTOR SHALL REVIEW DRAWINGS CONTAINED IN
THIS SET AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR
TO CONSTRUCTION OF THE SAME,
GENERAL NOTES
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FOUNDATION and FIRST FLOOR PLANS
WALL JOINI NQM:
CONTRACTOR SHALL PLACE CONST
JOINTS IN WALLS WITH A SPACING
NOT TO EXCEED 15'-0" O.C. AND
MINIMUM 2 PER WALL GREATER THAN
30'-0" IN LENGTH. RE: SHT 26
FOR DETAILS. CONTRACTOR SHALL
KEEP JOINTS LINED UP BETWEEN
FLOOR LIFTS. PROVIDE EXPANSION
JOIINTS WHERE SHOWN -ON PLAN
CONTRACTOR SHALL PROVIDE AT
LEAST ONE CONSTRUCTION JOINT
LOCATED NORTH TO SOUTH IN SLABS
AT EACH LEVEL. RE: DET 2/SHT 11
---r-EDGE OF SLAB
ISSUED:
04/09/91 ISSUED FOR REVIEW
04/19/91 ISSUED FOR CONSTRUCT
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/:TZ7CARTER & BURGESS, INC.1
ENGINEERS —PLANNERS —SURVEYORS
59GO MBAORLAL DRiVE / SUITE 100 / HOUSTON, TEYAS 77007
(713) 880-1502
Y-/gp- 9/
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
JOB No: 915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE:
1/47 = l'-0"
SHEET TITLE:
FOUNDATION/1 st FL PLANS
SHEET-
S1
SHEET I of 9 SHEETS
I
. . . . ... . . .....
PLAN NOTESi
1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS,
CONCRETE COVERi SPLICE AND DEVELOPMENT LENGTH) CORNER
DETAILS) REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION
JOINTS
2. REFER TO SHEET 26 FOR EXTRA CORNER REINFORCEMENT SIZE AND
SPACING
3. SPLICE ALL SLAB REINFORCING 36' MINIMUM U.N.0,
4. CONTRACTOR SHALL PROVIDE A CONTINUOUS KEY AND WATERSTOP AT
ALL JOINTS IN WALL AND FLOOR CONSTRUCTION. A DETAILED JOINT
LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
APPROVAL
5. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL
CONSTRUCTION, THE ANCHORAGE OF THE SAME SHALL BE THE RESPON—
SIBILITY OF THE CONTRACTOR, IF CONTRACTOR CHOOSES TO CAST
FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE
ENGINEER PRIOR TO CONSTRUCTION
6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES
AND EXACT LOCATIONS
7. REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE
CEILINGS
8. SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINFORCING AS
SHOWN THROUGHOUT SLAB, REINFORCING STEEL RUNNING NORTH AND
SOUTH SHALL BE PLACED AS OUTER MATS AND REINFORCING STEEL
RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS
I PLAN NOTES I
FOUNDATTON NOTESi
1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED
ON A REPORT PREPARED BY COASTAL TESTING LABORATORIES, INC,
#8808-1004, THE CONTRACTOR SHALL PERFORM EXCAVATIONS, FOOT—
ING CONSTRUCTION, AND PREPARATION OF THE SUBGRADE UNDER ALL
STRUCTURES IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED
IN THE GEOTECHNICAL REPORT,
2. THE MAT FOUNDATION FOR THE FIRE TRAINING BUILDINGS HAVE BEEN
DESIGNED FOR THE FOLLOWING ALLOWABLE SOIL BEARING PRESSURES
AT A BEARING DEPTH OF APPROXIMATELY THREE FEET BELOW EXIS—
TING GRADE.
TOTAL LOADS ............................ 2400 PSF
3. THE SPREAD FOOTINGS FOR THE STARIWAY SUPPORT HAVE BEEN DE—
SIGNED FOR THE FOLLOWING ALLOWABLE SOIL BEARING PRESSURES AT
A BEARING DEPTH OF APPROXIMATELY TWO FEET BELOW EXISTING
GRADE,
TOTAL LOADS ............................ 2000 PSF
4. EXCAVATIONS FOR SPREAD FOOTINGS AND MAT FOUNDATIONS SHALL BE
CLEANED AND HAND TAMPED TO A UNIFORM SURFACE, FOOTING EXCA—
VATIONS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED
WITH 6 MIL VISQUEEN IF PLACEMENT OF CONCRETE DOES NOT OCCUR
WITHIN 2 HOURS OF THE EXCAVATION OF THE FOOTING.
5. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIF—
FER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE
REPORTED TO THE STRUCTURAL ENGINEER AND/OR THE GEOTECHNICAL
ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED,
6. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR
TO PLACEMENT OF CONCRETE IN THE FOOTINGS SO THAT HE MAY CON—
TACT THE STRUCTURAL ENGINEER,
7. ALL FILL SPECIFIED IN SPECIFICATIONS AND THE GEOTECHNICAL
REPORT SHALL BE PLACED AND COMPACTED IN 9' LIFTS,
8, IF THE SUBGRADE CANNOT BE ADEQUATELY COMPACTED, THE UPPER
BEARING SOIL MAY BE STABILIZED IN A MANNER THAT MEETS THE
OWNER'S APPROVAL ACCORDING TO RECOMMENDATIONS CONTAINED IN
THE GEOTECHNICAL REPORT.
9. STRUCTURAL FILL UNDER FOUNDATION FLOOR SLABS SHALL HAVE A
PLASTICITY INDEX LESS THAN 20 AND SHALL BE COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
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ISSUED:
04/09/§1 ISSUED FOR REVIEW
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ENGINEERS—PLANNERS—�;�USRh-YOFR�S
5900 MEMO Lk DRUE / sunE 10D / H0usr0N, TEXAS 77007
1 (713) 880-1502 1
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
JOB No: 915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE,
1/4!= 1'-0"
SHEET TITLE:
SECOND FLOOR PLAN
§52�m
SHEET 2 of 9 SHEETS
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PLAN NOTESi
1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWSt
CONCRETE COVERj SPLICE AND DEVELOPMENT LENGTHj CORNER
DETAILSj REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION
JOINTS
2. REFER TO SHEET 26 FOR EXTRA CORNER REINFORCEMENT SIZE AND
SPACING
3. SPLICE ALL SLAB REINFORCING 36' MINIMUM U,N.O.
4. CONTRACTOR SHALL PROVIDE A CONTINUOUS KEY AND WATERSTOP AT
ALL JOINTS IN WALL AND FLOOR CONSTRUCTION, A DETAILED JOINT
LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
APPROVAL
5. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL
-CONSTRUCTION, THE ANCHORAGE OF THE SAME SHALL BE THE RESPON-
SIBILITY OF THE CONTRACTOR, IF CONTRACTOR CHOOSES TO CAST
FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE
ENGINEER PRIOR TO CONSTRUCTION
6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES
AND EXACT LOCATIONS
7. REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE
CEILINGS
8. SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINFORCING AS
SHOWN THROUGHOUT SLAB, REINFORCING STEEL RUNNING NORTH AND
SOUTH SHALL BE PLACED AS OUTER MATS AND REINFORCING STEEL
RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS
PLAN NOTES
CONCREJE NOTESi
1. CONCRETE IN THE FOLLOWING AREAS SHALL HAVE NATURAL SAND FINE
AGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO
ASTM C33, TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150,
AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH (FC') AT
28DAYSi
RETAINING................. ...... 3000 PSI
FOOTING .......................... 3000 PSI
PILASTERS ........................ 3000 PSI
COLUMNS .......................... 4000 PSI
FLOOR BEAMS ... .................. 4000 PSI
MAT .............................. 3000 PSI
BEAM AND JOIST FLOOR SYSTEMS ..... 5000 PSI
STRUCTURAL SLABS ................. 4000 PSI
PRECAST ROOF PANELS .............. 4000 PSI
2. FLY ASH MAY BE USED AS A PDZZOLAN TO REPLACE A PORTION OF
THE PORTLAND CEMENT IN A CONCRETE MIX, SUBJECT TO THE APPRO-
VAL OF THE STRUCTURAL ENGINEER, FLY ASH, WHEN USED, SHALL
CONFORM TO ASTM C618, CONCRETE MIXES USING FLY ASH SHALL BE
PROPORTIONED TO ACCOUNT FOR THE PROPERTIES OF THE SPECIFIC
FLY ASH USED AND TO ACCOUNT FOR THE SPECIFIC PROPERTIES OF
THE FLY ASH CONCRETE THUS RESULTING. THE RATIO OF THE
AMOUNT OF THE FLY ASH TO THE TOTAL AMOUNT OF FLY ASH AND
CEMENT IN THE MIX SHALL NOT EXCEED 20 PERCENT, THE USE OF
FLY ASH IS AT THE OPTION OF THE GENERAL CONTRACTOR, NOT THE
CONCRETE SUPPLIER AND THE ENGINEER SHALL BE NOTIFIED IN AD-
VANCE IF OPTION IS TO BE USED IN MIX.
3. FLY ASH MAY NOT BE USED IN COLUMNS, BEAMS, ELEVATED SLABS
AND PRECAST ROOF PANELS. IF FLY ASH IS TO BE USED IN PAT-
TERNED CONCRETE, APPROVAL MUST BE RECEIVED FROM ARCHITECT,
4. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES
SHALL CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING
MANUAL (ACI 315).
5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM
TO A.C.I. 301,
6. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS
FOLLOWS, (SEE A.C.I.318 FOR CONDITIONS NOT NOTED)
FOOTINGS (BOTTOM) ........... ......... 3 INCHES
FOOTINGS (TOP) ......... .............. 2 INCHES
SIDES (BOARD FORMED> .................. 2 INCHES
(EARTH FORMED) ........................ 3 INCHES
BOTTOM.......................... , ..... 3 INCHES
SUSPENDED SLABS ....................... 2 INCHES (T&B>
COLUMNS............................... 2 INCHES
PILASTERS & PLINTHS ................... 2 INCHES
BEAMS ................................. 2 INCHES
WALLS................................. AS SHOWN
7. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAIN-
TAIN CONCRETE PROTECTION SPECIFIED ABOVE.
8, CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615,
GRADE 60, WITH SUPPLEMENTARY REQUIREMENTS (Sl), NO, 3 BARS
MAY CONFORM TO ASTM A615 GRADE 40, WITH SUPPLEMENTARY RE-
QUIREMENTS (Sl) UNLESS NOTED OTHERWISE, THE 'N' DESIGNATION
SHALL BE ACCEPTED IN LIEU OF THE 'S' DESIGNATION REQUIRE-
MENT, HOWEVER OTHER REQUIREMENTS OF SUPPLEMENT S1 SHALL BE
MET. REINFORCEMENT BARS SHALL NOT BE TACK WELDED, WELDED,
HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR
APPROVED BY THE STRUCTURAL ENGINEER.
9. WELDING OF REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTU-
RAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY
STANDARD D1.4-79, ELECTRODES FOR SHOP AND D1,4-79 FIELD
WELDING OF REINFORCEMENT BARS SHALL CONFORM TO ASTM A233,
CLASS E90XX,
10, REINFORCEMENT DESIGNATED AS 'CONTINUOUS' SHALL LAP 36 BAR
0 DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE, REINFORCEMENT
C14 BAR SPLICES IN GRADE BEAMS SHALL BE LOCATED AT THE CENTER-
LINE OF SUPPORTS FOR BOTTOM BARS AND AT MIDSPAN FOR TOP
BARS. PROVIDE STANDARD A.C.I, HOOKS FOR TOP AND BOTTOM BARS
AT DISCONTINUOUS ENDS OF ALL GRADE BEAMS,
a)
11, HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCEMENT SHALL
BE CONTINUOUS AND SHALL HAVE 90 DEGREE BENDS AND EXTENSION,
OR CORNER BARS OR EQUIVALENT SIZE LAPPED 36 BAR DIAMETERS,
AT CORNERS AND INTERSECTIONS,
12. HORIZONTAL JOINTS SHALL NOT BE PERMITTED IN CONCRETE CON-
STRUCTION EXCEPT AS SHOWN ON THE CONTRACT DOCUMENTS,
U. 13. VERTICAL JOINTS IN CONCRETE CONSTRUCTION SHALL OCCUR AT
fe)
CENTER OF SPANS AT LOCATIONS APPROVED BY THE STRUCTURAL
ENGINEER,
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RAILL JOINI NOTE -
CONTRACTOR SHALL PLACE CONST
JOINTS IN WALLS WITH A SPACING
NOT TO EXCEED 15'-0" O.C. AND
MINIMUM 2 PER WALL GREATER THAN
30*-0" IN LENGTH. RE: SHT 26
FOR DETAILS. CONTRACTOR SHALL
KEEP JOINTS LINED UP BETWEEN
FLOOR LIFTS. PROVIDE EXPANSION
JOIINTS WHERE SHOWN ON PLAN
CONTRACTOR SHALL PROVIDE AT
LEAST ONE CONSTRUCTION JOINT
LOCATED NORTH TO SOUTH IN SLABS
AT EACH LEVEL. RE: DET 2/SHT 11
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CARTER & BURGESS, INC.
ENGINEERS —PLANNERS —SURVEYORS
5900 MEMORLAL DRIVE / SUITE 100 / HOUSTON, TDCAS 77007
(713) 880-1502
V—/p —,R/
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
r-JOB No:
915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE:
1/4!= 1'-0"
SHEET TITLE:
THIRD FLOOR PLAN
r.HEET.
S3
SHEET 3 of 9 SHEETS
.. ...... . . ........ ... . . . . . . .. . ..... ... ... ............. ..........................
PLAN NOTESi
1. REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS,
CONCRETE COVERi SPLICE AND DEVELOPMENT LENGTHj CORNER
DETAILS) REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION
JOINTS
2, REFER TO SHEET 26 FOR EXTRA CORNER REINFORCEMENT SIZE AND
SPACING
3. SPLICE ALL SLAB REINFORCING 36' MINIMUM U.N.O.
4. CONTRACTOR SHALL PROVIDE A CONTINUOUS KEY AND WATERSTOP AT
ALL JOINTS IN WALL AND FLOOR CONSTRUCTION, A DETAILED JOINT
LAYOUT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
APPROVAL
5. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL
CONSTRUCTION, THE ANCHORAGE OF THE SAME SHALL BE THE RESPON-
SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST
FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM THE
ENGINEER PRIOR TO CONSTRUCTION
6. REFER THE SHEET 8 OF 26 FOR WINDOW AND FLOOR SCUPPER SIZES
AND EXACT LOCATIONS
7. REFER TO SHEET 9 OF 26 FOR INSERT REQUIREMENTS FOR CONCRETE
CEILINGS
8. SLAB REINFORCING SHOWN ON PLAN IS TYPICAL REINFORCING AS
SHOWN THROUGHOUT SLAB, REINFORCING STEEL RUNNING NORTH AND
SOUTH SHALL BE PLACED AS OUTER MATS AND REINFORCING STEEL
RUNNING EAST AND WEST SHALL BE PLACED AS INNER MATS
9, PRECAST PANELS ARE DESIGNED FOR IN-SERVICE CONDITIONS ONLY.
CONTRACTOR SHALL BE RESPONSIBLE FOR LIFTING AND REINFORCING
PANELS TO HANDLE THE ASSOCIATED STRESSES, THE CONTRACTOR
SHALL PREPARE SHOP DRAWINGS SHOWING LIFTING LUG LAYOUT, ADDL
REINF AND LUG DETAILS, THESE DRAWINGS SHALL BE SUBMITTED
ALONG WITH LIFT CALCS PREPARED BY A REGESTRED ENGINEER
PLAN NOTES
JOINTS & WATERSTOPS IN WALL CONSIRLICTION NOTESi
1. VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS IN WALLS SHALL
CONFORM TO REQUIREMENTS ESTABLISHED IN ACI COMMITTEE REPORT
350.
2. CONTRACTOR SHALL SUBMIT A DRAWING SHOWING ALL PROPOSED CON-
STRUCTION AND EXPANSION JOINT LOCATIONS IN ALL WALL AND SLAB
CONSTRUCTION.
3. ALL VERTICAL AND HORIZONTAL JOINTS IN WALLS SHALL BE KEYED
AND WATERSTOPPED.
4. ALL WATERSTOPS SHALL BE CONTINUOUS BOTH VERTICALLY AND HORI-
ZONTALLY AND AT ALL JOINT INTERSECTIONS.
5. ALL CONSTRUCTION JOINTS IN MAT FOOTINGS SHALL BE KEYED.
6. ALL KEYWAYS FOR WALLS LESS THAN 9 INCHES IN THICKNESS SHALL
BE 2 x 4 AND CONTINUOUS,
7. ANY CHANGES IN LOCATION, ADDITIONS OR OMISSIONS OF CON-
STRUCTION JOINTS ARE SUBJECT TO APPROVAL OF ENGINEER,
SEALANTS AND COATINGS NOTESt
1. JOINT SEALING COMPOUND SHALL BE EPO 405 EPDXY SEALER AS MAN-
UFACTURED BY BRADCO PLASTICS, INC., HOUSTON, OR APPROVED
EQUAL.
2, LIQUID CURING COMPOUND SHALL BE 'KURE-N-SEAL' BY SONNEBORN.
APPLY COMPOUND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
3. RELEASE AGENT SHALL BE NON -STAINING MINERAL OIL COMPATIBLE
WITH REQUIRED FINISH TO CONCRETE.
CONCRETE FINISHES NOTESt
1. REPAIR CONCRETE EXHIBITING HONEYCOMBS, ROCK POCKETS, RUNS,
(n
SPALLS, OR OTHERWISE
DAMAGED SURFACES
WITH DRY
PACK OF
CEMENT GROUT, AND FINISHED
FLUSH WITH
ADJOINING
CONCRETE
SURFACES,
2, EXPOSED CORNERS SHALL
BE CHAMFERED 3/4'
UNLESS
OTHERWISE
SHOWN.
04
C14
3. ALL CONCRETE SLABS ON
GRADE SHALL HAVE
A SMOOTH
TROWELED
-
FINISH, UNLESS NOTED
OTHERWISE,
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4. CONTRACTOR SHALL TAKE
TI*
EVERY P ' RECAU ON TO PROTECT
FINISHED
SURFACES FROM STAINS
OR ABRASION, FRESH
CONCRETE
SHALL BE
0
THOROUGHLY PROTECTED
FROM HEAVY- RAIN,
FLOWING'
WATER AND
MECHANICAL INJURY.
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54'-,C OUT to OUT WALLS
3'-U'
28'-4!'_
9,- 1 U, 10,-0!'
----STEEL STAIR
RE: SHEET 10
FOR LAYOUT
7
-TYP OVERHANG
8�-6 11
WALL JOINT NOTE:
U' CONTRACTOR SHALL PLACE CONST
JOINTS IN WALLS WITH A SPACING
NOT TO EXCEED 15'-Cr O.C. AND
MINIMUM 2 PER WALL GREATER THAN
30'-0" IN LENGTH. RE: SHT 26
FOR DETAILS. CONTRACTOR SHALL
KEEP JOINTS LINED UP BETWEEN
FLOOR LIFTS. PROVIDE EXPANSION
JOIINTS WHERE SHOWN ON PLAN
SUSPENDED SLAB JOINT NOTE;
CONTRACTOR SHALL PROVIDE AT
LEAST ONE CONSTRUCTION JOINT
LOCATED NORTH TO SOUTH IN SLABS
AT EACH LEVEL. RE: DET 2/SHT 11
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5900 MEMORIAL DRIVE / �un 100 / HOUSTON, TDM 77007
(713) 880-1502
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THOMAS CE
169
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el—Icl
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
. J
r-JOB No:
915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE:
1/4!= 1'-0"
SHEET TITLE:
ROOF PLAN
rSHEET.
S4
SHEET 4 of 9 SHEETS
1 REFER TO SHEET 26 FOR STANDARD CONCRETE DETAILS AS FOLLOWS,
CONCRETE COVERj SPLICE AND DEVELOPMENT LENGTH) CORNER
DETAILSj REINFORCING AT OPENINGS AND TYPICAL CONSTRUCTION
JOINTS
2. CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR WATERSTOPPED
JOINTS IN WALL AND FLOOR CONSTRUCTION WITH THE CITY OF
LaPORTE, AND SUBMIT JOINT LAYOUT TO ENGINEER FOR REVIEW AND
APPROVAL
3. MAT FOUNDATION SHALL HAVE A CONTINUOUS PERIMETER FACE WITH
ADJACENT PAVEMENT, REFER TO DETAIL 3/SHT 9 FOR LOCATION
4. DOOR AND WINDOW FRAMES SHALL NOT BE CAST INTO CONCRETE WALL
CONSTRUCTION, THE ANCHORAGE OF THE SAME SHALL BE THE RESPON-
SIBILITY OF THE CONTRACTOR. IF CONTRACTOR CHOOSES TO CAST
FRAMES IN PLACE, THE APPROVAL SHALL BE OBTAINED FROM OWNER
PRIOR TO CONSTRUCTION
5. PRECAST PANELS ARE DESIGNED FOR IN-SERVICE CONDITIONS ONLY,
CONTRACTOR SHALL BE RESPONSIBLE FOR LIFTING AND 'REINFORCING
PANELS TO HANDLE THE ASSOCIATED STRESSES, THE CONTRACTOR
SHALL PREPARE SHOP DRAWINGS SHOWING LIFTING LUG LAYOUT, ADDL
REINF AND LUG DETAILS. THESE DRAWINGS SHALL BE SUBMITTED
ALONG WITH LIFT CALCS PREPARED BY A REGESTRED ENGINEER
v-0"
LL_
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ROOF PANELS
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2"0 HOLE 41
AFTER DOWEL
INSTALLATION - 0-
#3 HAIRPINS @ EA CONN
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SPACE BETWEEN REINF
(TOTAL LENGTH 42- PER SET)
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62'-0" ROOF OUT to OUT
20'-0"
5
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8,_011 4'- U' 9,-0"
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62'-0" FOUNDATION OUT to OUT
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C-4
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WALL JOINT NOTE:
CONTRACTOR SHALL PLACE CONST
JOINTS IN WALLS WITH A SPACING
NOT TO EXCEED 15*-0" O.C. AND
MINIMUM 2 PER WALL GREATER THAN
30'-Cr IN LENGTH. RE: SHT 26
FOR DETAILS. CONTRACTOR SHALL
KEEP JOINTS LINED UP BETWEEN
FLOOR LIFTS. PROVIDE EXPANSION
JQIINTS WHERE SHOWN ON PLAN
-EQ�E . ENQED� . SLAB JOINT'NOTE:
CONTRACTOR *SHALL PROVIDE AT
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AT EACH LEVEL. -RE: DET 2/SHT 11
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ISSUED:
04/09/91 ISSUED FOR REVIEW
04/19/91 ISSUED FOR CONSTRUCT
04/22/91 GENERAL REVISION
a:
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ENGINEERS-PLANNERS-SURVEYORS
5900 MEMORIAL DRIVE / SUITE 100 / HOUSTON, TEXAS 77007
(713) 800-1502
T�6* 6 LLACE
. . ........ .
169
10NAL'
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
rJOB No:
915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCAI F:
1/47 = 1'-0"
SHEET TITLE:
BURNHOUSE PLANS
("SHEET -
SHEET 5 of 9 SHEETS
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--#4@8 HORIZ #4@8 HORIZ.
INSTALLATION
0 0 0
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04/19/91 ISSUED FOR CONSTRUCT
04/22/91 GENERAL REVISION
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(713) 880-1502
T�16�� -1 ELLACE
4i1*66
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The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
JOB No: 915714-02
DRAWN:
MAF.CAD
S6
SHEET 6 of 9 SHEETS
GUARD RAIL
RE: ARCH SHT 14
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ISSUED:
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04/19/91 ISSUED FOR CONSTRUCT
04/22/91 GENERAL REVISION
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ENGINEERS —PLANNERS —SURVEYORS
5900 MEMORLAL DRNE / SUrrE 100 / HOUMN, TEM 77007
(713) 880-1502
OF
kE'
.............
47169
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The seal appearing an
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
an April 19, 1991.
r-
JOB No:
-IN
915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE:
AS SHOWN
SHEET TITLE:
WALL SECTIONS
00
( 7
`SHEET-
S7
SHEET 7 of 9 SHEETS
to
C14
00
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OL WALL & JT
TIL WALL & JT
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0 3 O.C. GROUT IN 2"0 Z CL 2—#6 LENTON COUPLERS
HOLES TYP (2T TOTAL
LENGTH PER SET) a. I TOTAL
1,_011 91, 5 12 @ 32" O.C. GROUT IN ZO
- - 0 1i I HOLES TYP (28
to 12 12 _H 0 LENGTH PER SET)
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CL
2—#5 CONT RE: PLAN FOR \\—#3 HAIRPINS 0 8-
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36� 211 87 8 8"
1 011
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SPACE BETWEEN REINF.
#5@6' VERT
(TOTAL LENGTH 4f PER SET)
#4@9" HORIZ
M #408- HORIZ
2—#5 CONT
#5@8 VERT (HOOK
36" INTO FLR SLAB)
12 ROOF SECTION Scale: 3/4!'=1'-C" ROOF SECTION Scale: 31e=1"-Cr ROOF SECTION 3 =11-Cr ROOF SECTION Scale: 3/4�=l'-O"
ROOF1 /041291 ROOF2/041291 ROOF3/OA2291 ROOF4/042291
9" 9" - 9" 6'-Y' (N.T.S.)
9" 1,- 10"
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1 5/8"
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VERT
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#5 DOWELS @8" x /Ilk ---- - ------- - - - #5 DWLS@16rx 16 -, � .
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#6087 VERT
-----#4@8- HORIZ 104, THRU08 (EXTEND REINF
___---#4@8" HORIZ BEAM SOFFIT INTO WALL 21" AND HOOK
#408- HORIZ
M" + 7'- Cr AFF
#6@8" VERT TOP BARS STD 90-) -,#4@T HORIZ
COLUMN BEYOND--`�
STAIR SECTION Scale: 3/4�=1'-O"` STAIR SECTION IScale: 3/4!o 1'—T 5 FLOOR SECTION Scale: 3/4!'=1'-O" BALCONY SECTION 'Scale: 3/4!o=1"-Cr
LAND1/042291 ISTAIR1/041291 BEAM1/041291 IBALCl/041291
2'-0"
4'- 1 to -10 0" '-lot
5 5' 4 9 3 Cr
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00
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1"T
___---#508" VERT (PLACE 2 #5@8- VERT----__ #5@Er VERT 1"TYP
SPLICE AT 2nd FLR) 1"TYP U_ U_
Z Z
TYP SLAB REINF C
C-4 a_ RE: PLAN 64 a. TYP SLAB REINF
Z L;j RE: PLAN
TYP COL REINF
1 -#3 NOSING
1 -#3 NOSI G BAR TYP
BAR TYP-,
- ------------
got 1 -#3 NOSING
BAR TYP
0 C,4 #6@8- VERT
CONC WALL AT Z
SIM COND111ON i5
Z 38"
#5 DOWELS @ 8" x lo
U_
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0 Uj
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2*-Cr
8-#8 W/2-#4 TIES @ Er
PROVIDE DOWELS OF EQUAL 1 -#5 CONT
SIZE AT BOTTOM AND STD RE: 10/SHT14 FOR REINF
RE: 10/SHT14 FOR REINF RE: 11/SHT14 FOR REINF
PLAN A 90- HOOK AT TOP #4@87 HORIZ SIZE AND SPACING SIZE AND SPACING SIZE AND SPACING
ad
-0 M01
Scale: 3/4�=`I'-Cr Scale: 314!o=l'-T Scale: 3/4!'=1'-Cr Scale: 3/4!oo=1"-d.'
10 COLUMN DETAILS STAIR SECTION STAIR SECTION STAIR SECTION
COL1/041291 STAIR2/042291 STAIR3/041291 STAJR4/041291'
ISSUED:
04/09/91 ISSUED FOR REVIEW
04/19/91 ISSUED FOR CONSTRUCT
04/22/91 GENERAL REVISION
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CARTER & BURGESS, INC.1
ENGINEERS-PLANNERS-SURMORS
5900 MEMORIAL DRIVE / SUITE 100 / HOUSTON, TE)M 77007
(713) 880-1502
A,
CE
47169
-O/S-r
ONAL
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
JOB No: 915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE:
AS SHOWN
SHEET TITLE:
FLOOR/ROOF SECTIONS
SHEET:
S8
SHEET 8 of 9 SHEETS
C-4
04
0
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V)
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LL 9" CIL 2"0 HOLE
0 EPDXY GROUT AFTER
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Z ck�
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SPACE BETWEEN REINF
(TOTAL LENGTH 42� PER SET)
1—#5 CONT #5 DOWELS 0 8- lo 36"
_—#4@8 HORIZ
jj__—#4@8 VERT (EXTEND
TO 3- CLR TOP)
8" 1'—U' 9"
F —I
CEMENTITIOUS COATING NO CEMENTITIOUS COATING
#4@8 VERT
#408 HORIZ
48t
WELS
0 #5@8 DO
T.O.C.=+32'—O" 0
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TYP)
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TYP
#4@lU' EA FACE
Scale: 3/4�=11'
WALL SECTION
BHWALL2/041591
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RE: 2/SHT 2
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8'-0"
3/4!'=l'— Scale: 3/4!'=1"—O"
RANGE WALL SECTION WALL SECTION
PISWALL/042291 WALLS6/042291
ISSUED:
04/09/91 ISSUED FOR REVIEW
04/19/91 ISSUED FOR CONSTRUCT
04/22/91 GENERAL REVISION
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CARTER & BURGESS, INC.
ENGINEMS—PLANNERS—SURVUORS
5900 MEMORIAL DRrVE / SURE 100 / HOUSTON. TEXAS 77007
1 (713) 880-1502 1
OMA
§ LLACE
169
-?/ST.
'ON
V-0 -4�/
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
on April 19, 1991.
JOB No: 915714-02
DRAWN:
MAF.CAD
DESIGNED:
MAF
CHECKED:
TAB
DATE:
APRIL 12, 1991
SCALE:
AS SHOWN
SHEET TITLE:
WALL SECTIONS
SHEET:
SHEET 9 of 9 SHEETS
miry
WALL & CONST JT
NOTE 3rd FLOOR ALSO REFERED TO AS ATTIC
TYPICAL CAST IN PLACE 0
0 WALL & CONST JT TYPICAL AT PRECAST ROOF SIDE ONLY
ROOF SLAB Of 1 4r
RE: PLAN FOR -*-
LL_ 11 /4� 6 1 A47
REINFORCIN 0
a- CL 2-#6 LENTON COUPLERS CONT 2x4 KEYWAY TYP TYPICAL CAST IN
C) W CONT 2x4 KEYWAY TYP I
X 0 32" O.C. PLACE ROOF SLAB
Z CIL 2-#6 LENTON COUPLERS RE: PLAN FOR
9" n @ 327 O.C. REINF
CL
12 12 0
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CONT 1 1/fx3" K
G--
7= MAYA
0 12
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LL_ C14
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0
0 0
Z Z
31,V CHAMFER TYP
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LL_ ft:
CONT 1 1/2"x3" KEYWAY X U_
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9-#5 CONT 8-#5 CONT 3 4!' CHAMFER TYP- (n �t
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0 - ------- ........
- #40Er #4@8
#3 HAIRPINS 190 8"j
+20'-0" AFF 2" 8"
E
#9 THREADED LENTON
#5@8- VERT _�#508- VERT
#9 THREADED LENTON COUPLERS 0 16" 0. C.
jr .3 0"
SPACE BETWEEN REINF
COUPLERS @ 16" O.C.
#4@16 2C11
#408- —#4@9' HORIZ jj� #4@8- HORIZ
SPACE BETWEEN REINF. (TOTAL LENGTH 4Z PER SET)
(TOTAL LENGTH 4Z PER SET) S ="l 5"
#4@8 HORIZ----��_
#408" HORIZ
2-#5 CONT 2-#5 CONT
#5@8 VERT (HOOK 3Er
#5@8 VERT (HOOK INTO FLOOR SLAB)
3C INTO FLR SLAB)
ROOF SECTION (mulfi). Scale: 31,f =1' 2 Y' ROOF -SECTION (mul Scale: 3/4�=V-Cr ROOF SECTION (mulfi) Scale: 3/9=1'-O" 2 ROOF SECTION (multi) Scale: 3/4!'=1'-7
ROOF2A/01299 ROOF3A/012992 ROOF4A/012992 ROOF313 /012992
1 -(f 9"
96�I-IN-PLACE ROOF NOTES:
0 CAST -IN -PLACE ROOF SLAB
0 RE: PLAN FOR REINF
1. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SHORING SYSTEM
W
18" 2. CONCRETE AND REINFORCING STRENGTHS SHALL BE AS SHOWN ON
Ln WALL & CONST JT
Z #4@16 6" THE CONTRACT DOCUMENTS
TYPICAL CAST IN
PLACE ROOF SLAB TYPICAL CAST IN I
111�c= RE: PLAN FOR PLACE ROOF SLAB 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CHANGES RE-
REINF RE: PLAN FOR LATED TO THIS REVISION
1 *-Cr
I 1-C
. . . . . . . # 5 DW LS. a 24" REINFORCING CONT 2x4 KEYWAY
. . . . . . . . . . - - -----
------- .... 12
O.C. DRILL IN 1"� -.0 4. LAP SPLICES SHALL HAVE A MINIMUM LENGTH OF 36 INCHES
41
HOLE-S AND SET
It
0 W/EPDXY
0 Z
1 #9 THREADED LENTON I"r--
(n 0 12
Z COUPLERS 0 16" 0. C. 0
of a_
SPACE BETWEEN REINF 4
d-
(TOTAL I ENGTH 427 PER SET) Z t;j
M Z 6j
. ..... . . . . . . . . . . . . . . . .
U_ RE- PLAN FOR SLAB REINF
< #3 HAIRPINS 0 EA CONN
C14 N 29
12
#4 DOWELS @ 127 x 4'-Cr LG
. . . . .............
Cq 30"
0) C*)
. ..... .. .... . .... . ... ....... #4016
v4L
NOTE:
REINIF CONC ATTIC SLAB
36, PROVIDE POINT SHORING
C\l 15"
N., #5 DOWELS @ 8- RE. PLAN
TO WALL BELOW
kol
1-#5 CONT #9 THREADED LENTON
0
COUPLERS @ 24P O.C.
SPACE BETWEEN REINIF
(TOTAL LENGTH 40 PER SET)
----#408 HORIZ ___#408 HORIZ
-9 1-#5 CONT-1111
VERT D 1_#408 VERT (HOOK 31r
(n TO 5* CLR T INTO FLOOR SLAB)
ILL_
Z Scale: 31,f 1' Cr Scale: 3/4�=v-cr Scale: V= 1 -art Scale: N.T.S.
W 10 ROOF SECTION i ) "' - BHROOFlA/012992 4 IDGE CONN (single) RIDCONN/012., ROOF NOTES NOTES/012992
_j MUlt [ZOIS,012992 OF_,SECTION, single)_ R
ISSUED:
04/09/91
ISSUED FOR REVIEW
04/19/91
ISSUED FOR CONSTRUCT
04/22/91
GENERAL REVISION
01/29/92
GENERAL REVISION -
CHANGE PRECAST ROOF
TO CAST -IN -PLACE
216192
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CARTER & BURGESS, INC.1
ENGINEERS —PLANNERS —SURVEYORS 1
5900 MENORIAL DRIVE / SUrrE 100 / HOUSrON, TDCAS 77007
1 (713) 880-1502 1
OF T,
Af 6;1
T�1911 ELLACE
-Al 47161)
/ONAL*
The seal appearing on
this document was
authorized by
Thomas A. Bellace, P.E. 47169,
January 29, 1992.
CAST -IN- LA ROO
SHEET:
SR1
SHEET 1 of 1 SHEETS