SLOPE TO DRAIN - irp-cdn.multiscreensite.com · ... accordance with aci 336.1 section 3.7.3.5. 5. free fall concreting method sh ... limit water in the bottom ... the placement of
702 Dr. Michael DeBakey DriveLake Charles, LA 70601
CONSULTANTS
PROJECT NUMBER1606
P.O. BOX 3505SULPHUR, LA 70664
337-526-4107www.peservices.us
C-1.0
EXISTING
CONCRETE
EXISTING METAL
BUILDING
NEW STEEL COLUMNS
AND FOUNDATIONS
EXISTING BOLLARDS
BENCHMARK NOTE:
ELEVATIONS ARE BASED ON AN ASSUMED EXISTING BUILDINGFINISHED FLOOR (FF) ELEVATION OF 100.0'.
GENERAL SITE NOTES:
98.4' 98.9'99.2'
98.4'
98.9'
99.1'
99.0'
98.1' 97.7'
97.9'98.2'
98.1'100.1'
99.3'99.5'
100.0'
98.4'98.6'
98.9'
99.2'
98.9'
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ADD ± 6" CRUSHED LIMESTONE
IN THIS AREA
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NOTE:
ALL ELEVATIONS SHOWN ARE EXISTING. FINAL ELEVATIONS INCANOPY AREA TO ALLOW FOR POSITIVE DRAINAGE AWAY FROMMAIN BUILDING.
CPPJ3001 Industrial Ave
Canopy Addition
PRINT DATE07/20/17
EXTENTS OF ± 6" CRUSHED
LIMESTONE AREA
3001 Industrial Ave.Lake Charles, LA
AutoCAD SHX Text
SITE PLAN SCALE: 1"=10'-0"1"=10'-0"
AutoCAD SHX Text
1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING LA ONE CALL TO IDENTIFY ALL UTILITIES PRIOR CONTRACTOR IS RESPONSIBLE FOR NOTIFYING LA ONE CALL TO IDENTIFY ALL UTILITIES PRIOR TO BEGINNING ANY WORK AT SITE. 2. CONTRACTOR SHALL REPLACE ANY FENCE, GATES, POSTS, WIRE, EQUIPMENT, UTILITIES, ETC. CONTRACTOR SHALL REPLACE ANY FENCE, GATES, POSTS, WIRE, EQUIPMENT, UTILITIES, ETC. DAMAGED DURING CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE ALL LAYDOWN AND STOCKPILE LOCATIONS WITH OWNER. CONTRACTOR SHALL COORDINATE ALL LAYDOWN AND STOCKPILE LOCATIONS WITH OWNER. 4. CONTRACTOR SHALL MAINTAIN A NEAT & CLEAN CONSTRUCTION SITE THAT IS FREE OF DEBRIS. CONTRACTOR SHALL MAINTAIN A NEAT & CLEAN CONSTRUCTION SITE THAT IS FREE OF DEBRIS. 5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH EPA STORMWATER RUNOFF RULES THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH EPA STORMWATER RUNOFF RULES USING "BEST MANAGEMENT PRACTICES" AND/OR TEMPORARY EROSION CONTROL MEASURES DURING CONSTRUCTION. MEASURES TO INCLUDE HAY BALE PLACEMENT AT OUTLETS & SILT FENCING AROUND PERIMETER FOR EROSION CONTROL. 6. TYPICAL EROSION CONTROLS CAN BE, BUT ARE NOT LIMITED TO, MULCHING, GRASS, STOCKPILE TYPICAL EROSION CONTROLS CAN BE, BUT ARE NOT LIMITED TO, MULCHING, GRASS, STOCKPILE COVERS, ETC. TYPICAL SEDIMENT CONTROLS SAN BE, BUT ARE NOT LIMITED TO, SILT FENCING, INLET PROTECTION, SEDIMENT TRAPS, ETC. 7. CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROLS IMMEDIATELY CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROLS IMMEDIATELY AFTER MAJOR RAIN EVENTS. 8. CONTRACTOR SHALL MAINTAIN SILT FENCING SURROUNDING STOCK PILES THROUGHOUT DURATION CONTRACTOR SHALL MAINTAIN SILT FENCING SURROUNDING STOCK PILES THROUGHOUT DURATION OF WORK. 9. CONTRACTOR SHALL PROVIDE FINAL GRADING AND DRESSING FOR SMOOTH TRANSITIONING CONTRACTOR SHALL PROVIDE FINAL GRADING AND DRESSING FOR SMOOTH TRANSITIONING BETWEEN TOPOGRAPHICAL FEATURES, EXISTING AND NEW DRAINAGE STRUCTURES, ETC. FINAL GRADING SHALL PROVIDE FOR PROPER DRAINAGE OF SITE.
702 Dr. Michael DeBakey DriveLake Charles, LA 70601
CONSULTANTS
PROJECT NUMBER1606
P.O. BOX 3505SULPHUR, LA 70664
337-526-4107www.peservices.us
S-1.0
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SEE TYP. CAP PLAN
DETAIL THIS DWG.
SEE TYP. CAP PLAN @
WINDBENT DETAIL THIS
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DRILLED SHAFT NOTES: GENERAL CONCRETE NOTES:
”
””
CPPJ3001 Industrial Ave
Canopy Addition
PRINT DATE07/20/17
3001 Industrial Ave.Lake Charles, LA
ISSUED FOR BID
AutoCAD SHX Text
SECTION "A" DRILLED SHAFT SCALE: 3/4"=1'-0"
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FOUNDATION PLAN SCALE: 1/8" = 1'-0"
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TYPICAL CAP PLAN SCALE: 3/4"=1'-0"
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TYPICAL CAP PLAN @ WINDBENT SCALE: 3/4"=1'-0"
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1. DRILLED SHAFT CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 336.1. DRILLED SHAFT CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ACI 336.1. LATEST EDITION "STANDARD SPECIFICATION FOR CONSTRUCTION OF DRILLED PIERS" AND AS INDICATED IN THE DRILLED SHAFT NOTES BELOW. 2. CAST IN PLACE CONCRETE (NORMAL WEIGHT) SHALL HAVE A 28 DAY COMPRESSIVE CAST IN PLACE CONCRETE (NORMAL WEIGHT) SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH EQUAL TO 3,000 PSI MINIMUM. CONCRETE SHALL MEET REQUIREMENTS FOR EXPOSURE CLASS P1 AND C1. 3. THE REINFORCING STEEL CAGE SHALL BE SUFFICIENTLY STILL TO MAINTAIN ITS THE REINFORCING STEEL CAGE SHALL BE SUFFICIENTLY STILL TO MAINTAIN ITS PROPORTIONS AND BAR POSITIONS DURING HANDLING AND PLACING. 4. REMOVE DEBRIS FROM THE BOTTOM OF EACH DRILLED SHAFT PRIOR TO POURING REMOVE DEBRIS FROM THE BOTTOM OF EACH DRILLED SHAFT PRIOR TO POURING CONCRETE. FOR SLURRY CONSTRUCTION THE BASE OF SHAFT SHALL BE CLEANED IN ACCORDANCE WITH ACI 336.1 SECTION 3.7.3.5. 5. FREE FALL CONCRETING METHOD SHALL NOT BE USED TO POUR CONCRETE FOR FREE FALL CONCRETING METHOD SHALL NOT BE USED TO POUR CONCRETE FOR DRILLED SHAFTS UNLESS APPROVED BY ENGINEER OF RECORD. OTHERWISE, ALL CONCRETE SHALL BE PLACED USING A TREMIE OR PUMP PIPE PER ACI 336.1 SECTION 3.7.5. 6. FOR DRY DRILLED SHAFT INSTALLATION, LIMIT WATER IN THE BOTTOM OF THE DRILLED FOR DRY DRILLED SHAFT INSTALLATION, LIMIT WATER IN THE BOTTOM OF THE DRILLED SHAFT TO 2" PRIOR TO POURING CONCRETE. IF WATER SEEPS INTO THE SHAFT HOLE AT A RATE GREATER THAN 1/4" RISE PER MINUTE, EITHER CASING OR SLURRY MUST BE USED TO RETAIN THE SIDES OF THE EXCAVATION DURING THE CONCRETING PROCESS 7. WHEN CASINGS ARE USED, PROCEED WITH THE PLACEMENT OF CONCRETE UNTIL THE WHEN CASINGS ARE USED, PROCEED WITH THE PLACEMENT OF CONCRETE UNTIL THE CONCRETE LEVEL IS ABOVE THE LEVEL OF THE COLLAPSIBLE SOIL BEFORE THE CASING IS COMPLETELY LIFTED. 8. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. 9. EXPOSED REINFORCEMENT SHALL BE PROTECTED AS REQUIRED UNTIL THE FOUNDATION EXPOSED REINFORCEMENT SHALL BE PROTECTED AS REQUIRED UNTIL THE FOUNDATION CONSTRUCTION IS COMPLETE. REINFORCING SHALL BE PLACED AS A SINGLE LENGTH IF POSSIBLE. 10. DURING THE COURSE OF THE EXCAVATION/DRILLING ACTIVITIES, UNUSUAL DURING THE COURSE OF THE EXCAVATION/DRILLING ACTIVITIES, UNUSUAL CIRCUMSTANCES SHALL BE REPORTED TO ENGINEER OF RECORD FOR REVIEW BY DESIGNATED GEOTECHNICAL ENGINEER. 11. CONCRETING SHALL BE COMPLETED THE SAME DAY EXCAVATION IS COMPLETED IF NOT CONCRETING SHALL BE COMPLETED THE SAME DAY EXCAVATION IS COMPLETED IF NOT POSSIBLE REFER TO ACI 336.1 SECTION 3.7.2. DRY HOLES SHALL NOT BE LEFT OPEN OVERNIGHT. 12. CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING EQUIPMENT AND CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING EQUIPMENT AND FACILITIES FROM EXCAVATED MATERIALS, DAMAGE, AND SLURRY. PROVIDE NECESSARY BARRIERS TO ENSURE EQUIPMENT STAYS PROTECTED. 13. SPOILS FROM DRILLED SHAFT EXCAVATIONS SHALL BE DISPOSED OF AS DIRECTED BY SPOILS FROM DRILLED SHAFT EXCAVATIONS SHALL BE DISPOSED OF AS DIRECTED BY OWNER'S REPRESENTATIVE. 14. REFER TO GEOTECHNICAL REPORT (DJH FILE 12-071, DATED 11-09-12) FOR DRILLED REFER TO GEOTECHNICAL REPORT (DJH FILE 12-071, DATED 11-09-12) FOR DRILLED SHAFT CONSTRUCTION CONSIDERATIONS.
AutoCAD SHX Text
1. ALL CONCRETE SHALL CONFORM TO ASTM C94, READY MIX CONCRETE HAVING A ALL CONCRETE SHALL CONFORM TO ASTM C94, READY MIX CONCRETE HAVING A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A MAXIMUM AGGREGATE SIZE OF 3/4" AND A MAXIMUM "SLUMP" OF 5". PORTLAND CEMENT SHALL BE TYPE "2". CONVEYANCE AND PLACEMENT OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI 315 AND 318, LATEST EDITIONS. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318, LATEST EDITION. 3. ALL CONCRETE NOT PLACED DIRECTLY AGAINST UNDISTURBED SOIL SHALL BE FORMED. ALL CONCRETE NOT PLACED DIRECTLY AGAINST UNDISTURBED SOIL SHALL BE FORMED. ALL FORM MATERIALS SHALL BE OF GOOD QUALITY, ERECTED TO PROPER ELEVATIONS, AND ADEQUATELY BRACED. ALL FORMS SHALL REMAIN IN PLACE A MINIMUM OF 24 HOURS AFTER CONCRETE HAS REACHED "FINAL" SET. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH A 1", 45-DEGREE, CONTINUOUS CHAMFER. 4. ALL CONCRETE SHALL BE PROTECTED AND MAINTAINED IN A MOISTENED CONDITION FOR ALL CONCRETE SHALL BE PROTECTED AND MAINTAINED IN A MOISTENED CONDITION FOR A MINIMUM OF SEVEN DAYS OR TREATED WITH A CURING COMPOUND, FREE OF ALL OILS AND PARAFFIN BASE MATERIALS. 5. ALL REINFORCEMENT STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, ALL REINFORCEMENT STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BAR AND CONFORM TO ASTM A615, GRADE 60. 6. ALL HORIZONTAL REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS AND ALL HORIZONTAL REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH INTERSECTIONS. ALL SPLICES SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS. ALL TERMINATING REBAR RUNS SHALL HAVE A FULLY DEVELOPED STANDARD HOOK AT THE TERMINATING END. BARS AT THICKENED EDGES AND JOINTS SHALL BE SUPPORTED BY CHAIRS SPACED NO GREATER THAN 4'-0” C/C. C/C. 7. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCEMENT STEEL SHALL ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCEMENT STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, LATEST EDITION. 8. REINFORCING STEEL COVERAGE UNLESS NOTED OTHERWISE: REINFORCING STEEL COVERAGE UNLESS NOTED OTHERWISE: a. FOOTINGS: 3” BOTTOM, TOP AND SIDES 3” BOTTOM, TOP AND SIDES BOTTOM, TOP AND SIDES b. PEDESTALS: 2” ALL SIDES AND TOP 2” ALL SIDES AND TOP ALL SIDES AND TOP 9. ALL REINFORCEMENT STEEL SHALL BE TIED AT ADEQUATE INTERVALS WITH 16 GAUGE ALL REINFORCEMENT STEEL SHALL BE TIED AT ADEQUATE INTERVALS WITH 16 GAUGE DOUBLE ANNEALED TIE WIRE. 10. ALL REINFORCEMENT BAR SPLICES SHALL BE BASIC CLASS "B" TENSION LAP SPLICES. ALL REINFORCEMENT BAR SPLICES SHALL BE BASIC CLASS "B" TENSION LAP SPLICES. 11. ALL PORTLAND CEMENT GROUT SHALL BE FIVE STAR PRODUCTS (TM) "FIVE STAR ALL PORTLAND CEMENT GROUT SHALL BE FIVE STAR PRODUCTS (TM) "FIVE STAR GROUT", OR APPROVED EQUAL; PORTLAND CEMENT BASED GENERAL PURPOSE GROUT. 12. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36 MATERIAL, AND SHALL ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36 MATERIAL, AND SHALL BE ``HOT-DIP'' GALVANIZED AFTER FABRICATION. EXPOSED PROJECTIONS OF ALL ANCHOR BOLTS SHALL BE GREASED AND PROTECTIVE WRAPPED PRIOR TO PLACEMENT OF CONCRETE.
702 Dr. Michael DeBakey DriveLake Charles, LA 70601
CPPJ3001 Industrial Ave
Canopy Addition
CONSULTANTS
PROJECT NUMBER1606
PRINT DATE07/20/17
A-1.0
P.O. BOX 3505SULPHUR, LA 70664
337-526-4107www.peservices.us
1/412
EXISTING FENCE
EXISTG' LIGHTS AND/ORELECT. TO BE RELOCATED ASDIRECTED IN FIELD
INSTALL GUTTERAND DOWNSPOUTSAS SHOWN.
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METAL BUILDING NOTES:
PREFERRED WIND BENTLOCATION (AS REQ'D)
PREFERRED WIND BENTLOCATION (AS REQ'D)
SPLASH BLOCK (TYP.)
SPLASH BLOCK (TYP.)
3001 Industrial Ave.Lake Charles, LA
AutoCAD SHX Text
EAST ELEVATION SCALE: 1/8" = 1'-0"
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CANOPY PLAN VIEW SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1. MAIN STRUCTURE TO BE PRE-FABRICATED METAL BUILDING. MAIN STRUCTURE TO BE PRE-FABRICATED METAL BUILDING. 2. BUILDING TO BE RATED FOR 140 MPH WIND LOAD. COLLATERAL LOAD BUILDING TO BE RATED FOR 140 MPH WIND LOAD. COLLATERAL LOAD TO BE 5 PSF MINIMUM. 3. STRUCTURAL FRAME AND ALL CONNECTORS TO BE GALVANIZED. STRUCTURAL FRAME AND ALL CONNECTORS TO BE GALVANIZED. 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRIM AND FLASHING TO CONTRACTOR SHALL PROVIDE ALL NECESSARY TRIM AND FLASHING TO PROVIDE A WEATHER-TIGHT CONSTRUCTION FOR ALL MODIFIED AREAS. 5. CONTRACTOR SHALL PROVIDE A MATERIALS WARRANTY OF NO LESS CONTRACTOR SHALL PROVIDE A MATERIALS WARRANTY OF NO LESS THAN FIVE YEARS AND A WORKMANSHIP WARRANTY NO LESS THAN ONE YEAR. 6. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL CONDUIT, CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL CONDUIT, ELECTRICAL, AND OTHER APPURTENANCES AS REQ'D FOR CANOPY INSTALLATION.
FLOOR LEVEL
0'-0"
B A
MIN CLEAR
14' - 6"
EAVE HEIGHT
16'-0"
FLOOR LEVEL
0'-0"
MIN CLEAR
14' - 6"
BA
EAVE HEIGHT
16'-0"
40'-0" 1'-9"
EXISTING
BOLLARD
EXISTING
BOLLARD
EXISTING
BUILDING
EXISTING
BUILDING
Drawings and Specifications as instruments ofservice are and shall remain the property of the
Architect. They are not to be used on otherprojects or extensions to this project except by
agreement in writing and with appropriatecompensation to the Architect. Contractor is
responsible for confirming and correlatingdimensions at job site; the Architect will not
be responsible for construction means,methods, techniques, sequences or procedures;
or for safety precautions and programs inconnection with the project.
