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GALVESTON
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cCABE RD.
SHOREACRES
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Proj'ect
No. 95-
11
MAYOR
Norman Malone
COUNCIL
Guy Sutherland Charlie Young
I—%
Chuck Engelke n-- Jerry Clarke
Howard Ebow Peter Griffiths
Deotis Gay Alton Porter
CITY MANAGER-.
Robert Herrera
.....................
KNEUPPER
..............
77149
C."
SHEET INDEX
SHEET
SHEET TITLE
NO.
I
Cover / Sheet Index
2
Site Layout
3
Floor Plan
4
Foundation Plan
5
Details
6
Building Elevations
7
Construction Notes
8
Area Paving
Joe Sease
Fire Chief
Doug Kneupper, P.E.
City Engineer
DATE: el
DATE:
SHEET 1 OF 8
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FAT STORAGE
BUILDING
D RAFTI N G POND
RESET 8" PVC @ 20%
(HOLD N. IE) BY OTHERS
REGRADE EXISTING DITCH
BY OTHERS
PROPOSED 2 SDR-18 PVC 6" P.V.C. I.E. 16.51
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REV. NO. I
I REVISED AS PER FIRE DEPT. COMMENTS
6/98
--M
CITY OF LA P-ORTE
FIRE TRAINING FACILITY
SITE LAYOUT
7RAWN BY:jR
DESIGN: BS
APPROVED: DK
FILE NO.: 95-2201
SCALE;, 1 30'
DATE: 6/98
MAP: 6254-C
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FOUNDATION PLAN
EQUUDATION NQI-E
1. DESIGN MATERIALS AND WORKMANSHIP SHALL CONFIRM WITH THE
FOLLOWING STANDARDS UNLESS OTHERWISE MODIFIED ON THIS DRAWING:
ACI 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
ACI DETAILING MANUAL - 1988
MATERIALS TO BE AS FOLLOWS:
CONCRETE: 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS
REINFORCEMENT BARS: ASTM A615 GRADE 60
WELDED WIRE FABRIC: ASTM A185
2. REINFORCING STEEL
A) MINIMIUM LAP LENGTH FOR REINFORCING BARS SHALL BE:
BAR SIZE MINIMIUM LAP (INCHES)
3 12
4 16
5 25
6 36
7 48
8 63
BARS SHALL BE PROVIDED AT ALL GRADE BEAM INTERSECTIONS.
C7CORNER
CORNER BARS SHALL BE EQUAL TO SIZE OF GRADE BEAM REINFORCING.
3. WELD WIRE FABRIC
LAPS FOR WIRE FABRIC SHALL BE 2 MESH MINIMUM ON SIDES AND ENDS.
4. CONCRETE COVER
CONCRETE COVER SHALL BE PROVIDED AS PER ACI 318-89 SECTION 7.7.1
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT:
MINIMUM COVER.
INCHES
CONCRETE CASI AGAINST AND PERMANENTLY
EXPOSED M EARTH 3
CONCRETE EXPOSED TO EARTH OR WEATHER:
6 THROUGH #18 BARS 2
5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2
CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND:
AND #18 BARS 1-1/2
�14
11 BAR AND SMALLER 3/4
BEAMS, COLUMNS:
PRIMARY REINFORCEMENT, TIES,
STIRRUPS, SPIRALS 1-1/2
5.
EXPANSION, CONSTRUCTION, AND CONTROL JOINTS (IF REQ'D) ARE
NOT SHOWN
6.
CONTRACTOR SHALL FOLLOW RECOMMENDATIONS MADE IN THE GEOTECHNICAL
INVESTIGATION FOR THE PROPOSED BUILDING -
BUILDING LOCATION: LAPORTE, TEXAS
REPORT PREPARED BY: COASTAL TESTING LABORATORIES, INC.
REPORT NUMBER: 8801-1010
DATE OF REPORT: JANUARY 25-01988
7.
LOCATION OF ROUGH IN PLUMBING PIPES TO BE DETERMINED BY CONTRACTOR
USING PRE-ENGINEERED BUILDING DESIGN AND CITY DRAWINGS WITH CITY
APPROVAL REQUIRED
8.
BASE ON ALL GRADE BEAMS IS THE SAME, THE DIFFERENCE IN DETAIL
C-C IS DUE TO SLOPE OF SLAB
9.
REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ANCHOR
BOLT DIAMETER AND LOCATIONS
10.
ELEV. AT 20.50 $04 WTAL BUILDING COLUMN, REFER TO PRE-ENGINEERED
METAL BUILDING DRAWIN05 FOR COLUMN SIZE
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EPDXY GROUT
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DETAIL NO. I -
NoTeSe
NOTE: #4 REBAR @ 24 )) cc
THIS DETAIL SHALL BE
MODIFIED UPON ENGINEER'S 3/4" PREMOLDED BITUM]NOUS MATERIAL
DESIGN;
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SAN D
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DETAIL NO. 4
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PAVING DETAIL NO. 5
NoT,oS*
THE LOCATION OF CON§fPUCTlUt4 JOINTS
DEFORMED METAL STRIPS MAY A VARIED,
WITH THE APPROVAL THE DIPECTOR OF
THE DEPARTMENT OF 0 IC VORKS, TO
SUIT THE PROPOSED C'tJNtTRU1;TtbN
METHODS OF THE CONf§AtTOR,
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REV. NO. _I REVISED AS PER FIRE DEPT. COMMENTS 6/98
CITY OF LA PORTE
FIRE TRAINING CILITY
TRUCK BAY I STORAGE FACILITY
DETAILS
DRAWN BY: JR DESIGN: BS APPROVED; DK FILE NO.: 95-2201
SCALE: NTS DATE: 6/98 MAP: 6254-C SHEET 5 OF$
777; ----------
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6/98
vff�y` OF LA PORTrow.4
AIN N
FIRIE TR 1 0 FACILITY
TRUCK B" / STORAGE FACILITY
ELEVATIO149
DRAWN BY: JR
DESIGN: BS
APPROVED: DK
FILE NO.: 95-2201
SCALE: I" = 5'
DATE: E6/998 3
MAP: 6254-C
SHEET 6 OF. 8
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S-ITE GENERAL NOTE: FOUNDATION BUILD�ING MECHANICAL
f
1.) CONCRETE , SHALL BE CLASS "A",
3000 PSI CONC. @ 28 DAYS
2,) CONTRACTOR SHALL BE RESPONSIBLE
TO PROVIDE CONSTRUCTION WATER,
CITY OF LA PORTE CONSTRUCTION
WATER METERS ONLY SHALL BE USED
TO OBTAIN CONSTRUCTION WATER,
METERS MAY BE OBTAINED AT LA PORTE
CITY 'HALL,
3.) CITY OF LA PORTE PLANNING DEPARTMENT
SHALL BE NOTIFIED 48 HOURS PRIOR TO
CONSTRUCTION,
1, (')W( E"'CE" 'OIL 'I I'Ll- BE 'PRE'D
A
ON SITE,
5,) LIME STABILIZED SUBGRADE (67.)., THE
USE OF DEHYDRATED LIME IS NOT ACCEPT-
ABLE FOR SUBGRADE STABILIZATION,
6.) SUBGRADE SHALL BE PROOF ROLLED PRIOR
TO STABILIZATION. ALL SOFT AREAS SHALL
BE EXCAVATED TO SUITABLE SOIL) THEN
BACKFILED AND COMPACTED WITH LIFTS
NO GREATER THAN 8,
7.) CONSTRUCTION STAKING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR,
8,) CONCRETE SHALL HAVE A BROOM FINISH
UNLESS OTHERWISE NOTED,
9,) SCORE S IDEWALKS AT 4' INTERVALS,
10.) STORM SEWER PIPE SHALL BE CLASS IV CONCRETE
REINFORCED PIPE, BACKFILL SHALL BE CEMENT SAND
UP TO BOTTOM OF AREA PAVING,
1.) CONTRACTOR' TO INSTALL ALL APPLICABLE
SIGNAGE FOR RESTROOMS,
2.) MEZZANINE ABOVE RESTROOMS SHALL B
DESIGNED AND CONSTRUCTED FOR 100 POUNDS
PER SQUARE FOOT LOADING,
3,) BUILDING TO HAVE A 12' EAVE HEIGHT
WITH A I TO 12 SLOPE.
4,) ANY PENETRATIONS THROUGH THE FIRE WALL
SHALL BE SEALEDOFF WITH APPROVED FIRE RATED
CAULKING,
5.) RESTROOM GRAB BARS TO WITHSTAND A, DOWNWARD
YTNf-i WTTH
FnP,(--F PF A T I F A`� T P � 0 1 R`�, FnMPI
ASTM F 446.
6.) CMU WALLS INSIDE RESTROOMS SHALL PAINTED
WITH A 2- PART EPDXY, SHERWIN WILLIAMS) PART A
(B70-W 201) PART B (B-60 V 15) OR APPROVED
EQUAL, COLOR SELECTION BY CITY,
7�) CONCRETE FLOOR WITHIN THE RESTROO� SHALL
BE SEALED WITH A CITY APPROVED
CONCRETE SEALER,
8.) METAL BUILDING SHALL BE A PRE-ENGIN , r-ERED BUILDING
PER CITY OF LA PORTE BUILDING CODE WITHSTANDING
100 MPH WIND LOADS,
9.) CONTRACTOR SHALL INSTALL PAPER I)It�ENSERS
AT RESTROOMS,
10.) ENTIRE ROOF AREA TO RECEIVE 2"' VINYL
FACED INSULATION,
PLUMBING
�1.) FLOOR DRAINS IN RESTROOMS SHALL BE EOUIPPED
WITH TRAP PR-IMERS,
2.) PROVIDE VACCUUM BREAKERS ON ALL HOSE BIBS.
A L L W A T E R L I N E'S> ABOVE GROU�JD '��_�PHALA_
FULLY INSULATED.
4.) WATER LINES MAY BE RUN ON THE OUTSIDE OF ALL
BLOCK WALLS,
5,) ALL HOT WATER AND DRAIN PIPING UNDERNLATH
LAVATORIES SHALL BE FULLY INSULATEDl...,:,,,, .
6.) WATER FOUNTAIN SHALL BE FLOOR MDUNT�t,.
T) 30 GALLON ELECTRIC HOT WATER HEATER SHALL
BE INSTALLED ON THE MEZZANINEI
8.) SANITARY SEWER UNDER PAVEMENT SHALL
BE CEMENT SAND BACKFJLL UP TO BOTTOM
OF CONCRETE,
CONTRACTOR SHALL CONTACT THE UTIL7TY
COORDINATING COMMITTEE. FOR THE
HOUST�N METROPOLITAN ARE�A 48 HPURS
.71
PRIOR TO CONS.TRUCTION 223-45�L�
AIR CONDITIONING / HEAT UNIT
FOR RESTROOMS SHALL BE A 2
TON UNIT WITH AN EVAPORATOR
AND AN AIR MOVER INSTALLED
HORIZONTALLY ON THE MEZZANINE.
CONTRACTOR SHALL DETERMINE
RETURN AIR LOCATIONS,
CEILING FANS SHALL BE 56" 2.)
MOISTURE RESISTANT W/ A 265 RPM
MOTOR (DAYTON #4c771 OR EQUAL),
SWITCHES ARE TO BE INSTALLED
INSIDE STRUCTURE NEAR AN ENTRY
DOOR,
3.)
DOORS
F_ i 4,)
1.)
ALL EXIT DOORS SHALL BE
EQUIPPED WITH KEYED LOCKING
5.)
HARDWARE (IN ONLY),
2.)
EXIT DOORS NOT REQ'D TO HAVE
,PANIC HARDWARE
6,)
3.)
EXIT DOORS MAY NOT BE
KEY TO KEY LOCKED,
7.)
4,)
ALL DOORS SHALL BE CONSTRUCTED
OF META Li
8.)
5.)
KEYING Or. DOORS SHALL BE
DESIGNATLb BY CITY OF LA PORTE.
6.)
DOORS SHALL BE PAINTED,
CODE I NFORMAT I ON
CUM AUTHORITY
CttY"' 0'r- LA PORTE, TEXAS
APPLICABLE. BUILDING CODE
STANDARD tUILDING CO BE)
1-991 EDI'TtON,
STORAGE UCCUPANCY
TYPE 1VU''CUNSTRUCTIO-Ni
�NQ WOOD)
ELECTRICAL
INSIDE _IGHTING SHALL BE
T96Tl2EO SHEILDED FIXTURES W/
APPERTURES (120 VOLT) OR EQUAL.
CONTRACTOR SHALL PROVIDE
COMPUTERIZED LIGHTING PLAN
FOR APPROVAL PRIOR TO
INSTALLATION,
OUTSIDE LIGHTING UNDER CANOPY
SHALL BE T96T12HO SHIELDED
FIXTURES NON APPERTURES
(120 VOLT) OR EOUAL,
CONTRACTOR SHALL PROVIDE
COMPUTERIZED LIGHTING PLAN
F 11 R f/'l P PP 11 V A 1_ P R I F1 P T F1
INSTALLATION,
PROVIDE EMERGENCY LIGHTING AND
EXIT LI-IJHTING WITH BATTERY BACK-UP,
SEE SHEET 4 OF 8:
ELECTR-CAL SERVICE FOR BUILDING
SHALL 3E A MINIMUM OF 200 AMP
SERV_CE.
A FUTURE 2" CONDUIT SHALL B
INSTALLED FROM E.M,S, TO NEW SITE
AND LOADED WITH PULL STRING.
240 VO-) 50 AMP RECEPTICLES
SHALL 3E NEMA 650.
ELECTR__CAL CONDUIT MAY BE RUN
ON OUTSIDE OF BLOCK WALLS,
ALL OTHER RECEPTICLES SHALL BE
GROUND FAULT INTERRUPTERS.
HIGH PRESSURE SODIUM LIGHT SHALL
BE 4CO WATT,
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REV. NO, I REVISED AS PER FIRE DEPT. COMMENTS 6/98
CITY OF LAPORTE
. . .. . .... .... ..
CONSTRUCT'idN^ NOTES
DRAWN BY: JR DESIGN: BS APPROVED: DK EFILENO.: 95-2201
KP4t: WA, PATE; 6/98 MAP: 6254-C SHEE;T 7 OF 8
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CROSS SECTION 11 A -A 119
N.T.Se
-NOTES:
1. DRILL AND DOWEL INTO EXISTING PAVEMENT. (SEE DETAIL)
2. INCINDENTAL ITEMS SHOWN ARE TO BE INCLUDED
IN UNIT PRICE BID FOR 6" CONC. PAVEMENT.
LEGEND
X*�*p EXISTING ELEVATION
Xe PROPOSED ELEVATION
x I.E. 16.90 INTERIOR ELEVATION
PROPOSED PAVEMENT
4 , EXISTING PAVEMENT
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EDGE OF DETENTION POND
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REV. NO. I ISED AS PER FIRE DEPT. COMMENTS
CITY OF LA PORTE
FIRE TRAINING FACILITY
BENCHMARK: "X" CHISLED ON LIGHT POLE CONCRETE AREA PAVING
FOUNDATION LOCATED 100 FT. NO TH OF FTF
ENTRANCE ELEV' 21.44 DRAWN BY: JR DESIGN: BS APPROVED: DK F14E NO.: 95-2201'
SCALE: I" = 20' DATE: 6/98 MAP:' 6254-C ShgET 8 OF 8
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