A-3 Guard House - Floor plans & Elevations...1. 100 a, 2-pole fused disconnect rated 208-240vac 100...

$: A-3 Guard House - Floor plans & Elevations...1. 100 a, 2-pole fused disconnect rated 208-240vac 100 a, 2-pole fused disconnect rated 208-240vac shall be installed by the e\ൌectrical$
4 SCALE: 1" = 1'-0"SECURITY BOLLARD DETAIL

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2 SCALE: 1/8" = 1'-0"ACCESS SYSTEM

3 SCALE: 1" = 60'-0"POWER SUPPLY

1 SCALE: 1" = 80'-0"FENCING AND SIGNAGE MAP

NOTE:

SECURITY NOTES: ACCESS CONTROL AND CCTV

GENERAL ELECTRICAL NOTES

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RFID READER PEDESTAL

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REMOVABLE BOLLARD

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PROXIMITY READER PEDESTAL

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ACCESS SYSTEM LEGEND

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ENTER ONLY

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EXIT ONLY

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NOTICE

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ACCESSIBLE

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ACCESSIBLE

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VAN

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EXISTING GUARD SHACK

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CALCASIEU CORRECTIONAL CENTER

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CALCASIEU PARISH PRISON

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A-1

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3

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A-1

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2

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NEW FENCE BLOCK-(2) LAYERS HIGH

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NEW GATES

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NEW GUARD HOUSE

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EXISTING GUARD HOUSE

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NEW CONCRETE BOLLARDS

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NEW GUARD HOUSE (SEE SHEET A-3)

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FENCE TO EXTEND TO EXISTING FENCE (SEE FENCING AND SIGNAGE MAP)

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FENCE TO EXTEND TO EXISTING CSP BUILDING (SEE FENCING AND SIGNAGE MAP)

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NEW 8' HIGH CHAIN LINK FENCE W/CONCERTINA WIRE

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REMOVABLE POST

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NEW CANTILEVER GATES

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EXISTING PARKING LOT

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EXISTING CONCRETE BOLLARDS

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EXISTING DRIVE WAY

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NEW 4' WIDE GATE

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NEW 4" THICK CONCRETE SIDEWALK

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#2 TIES @ 1'-2" O.C. TYP.

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BOLLARD NOTES: 1. ALL CONCRETE TO BE 5000 PSI-28 DAYS 2. REINFORCEMENT AMERICAN GRADE 60 3. BOLLARD SHALL HAVE A THORCOAT FINISH. COLOR TO BE SELECTED BY OWNER

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APROX. 30 TOTAL BOLLARDS SPACED @ 5'-0" O.C.

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(4) EQUAL SPACED #4 REBAR

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VAN

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ACCESSIBLE

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ALL CAP POWER TO BE PULLED FROM THIS LOCATION

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AREA CAPTURED BY CAMERA 1

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AREA CAPTURED BY CAMERA 2

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ALL CCC POWER AND NETWORK TO BE PULLED FROM THIS LOCATION

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NEW CAMERA POLE

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NEW 100A FUSED DISC. BY CPSO MAINTENANCE

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NEW POWER PANEL A

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NEW GATE OPERATOR EAST

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NEW GATE OPERATOR WEST

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EXISTING DRAINAGE

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EXISTING POWER PANELS

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EXISTING SWITCH GEAR

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EXISTING ELEC. METER & TRANSFORMER

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EXISTING GENERATOR

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EXISTING GAS METER

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BAS

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AUGUST 2019

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1924

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3

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N O R T H

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N O R T H

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N O R T H

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1. 100 A, 2-POLE FUSED DISCONNECT RATED 208-240VAC 100 A, 2-POLE FUSED DISCONNECT RATED 208-240VAC SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR LOCATED IN THE EXISTING BREAKER PANELS LOCATED IN THE DOWNSTAIRS EQUIPMENT ROOM IN B-POD. 2. FIELD ROUTE 3-#2AWG, W/#8AWG GND IN CONDUIT 1-1/2" FIELD ROUTE 3-#2AWG, W/#8AWG GND IN CONDUIT 1-1/2" I.D. TO THE NEW GUARD HOUSE. 3. PROVIDE 1 SPARE 1-1/2" CONDUIT TO SAME LOCATIONS.PROVIDE 1 SPARE 1-1/2" CONDUIT TO SAME LOCATIONS.

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1. AT THE NEW MOTORIZED GATE, NEW ACCESS AND EGRESS WILL AT THE NEW MOTORIZED GATE, NEW ACCESS AND EGRESS WILL BE CONTROLLED BY EXISTING CPSO CREDENTIALS, EITHER VEHICLE TAG OR EMPLOYEE BADGE. THERE WILL BE A NEW LONG-RANGE TAG AND PROXIMITY READER ON EACH SIDE OF SIDE OF THE GATE AS SHOWN ON THE SITE PLAN. 2. THESE NEW READERS WILL INTEGRATE WITH THE EXISTING THESE NEW READERS WILL INTEGRATE WITH THE EXISTING BRIVO APARATO ACCESS CONTROL SYSTEM AND DATABASE VIA INTERNAL NETWORK. BRIVO ACS6000 SERIES CONTROLLER AND ASSOCIATED HARDWARE WILL BE UTILIZED FOR THE ADDITION OF THESE 4 ACCESS POINTS. 3. PEDESTALS AND POLE MOUNTS WILL BE PROVIDED BY THE PEDESTALS AND POLE MOUNTS WILL BE PROVIDED BY THE ACCESS CONTROL CONTRACTOR. 4. ALL CABLING, FIBER, NETWORK SWITCHES, ENCLOSURES, AND ALL CABLING, FIBER, NETWORK SWITCHES, ENCLOSURES, AND ASSOCIATED POWER SUPPLY, TERMINATIONS AND PROGRAMMING TO BE PERFORMED BY THE SECURITY CONTRACTOR. 5. TWO NEW 5 MP CAMERAS WILL BE MOUNTED TO PROVIDE TWO NEW 5 MP CAMERAS WILL BE MOUNTED TO PROVIDE COVERAGE OF BOTH IN AND OUTBOUND TRAFFIC OF THE NEW VEHICLE GATES. 6. THE NEW CAMERAS MUST INTEGRATE WITH THE EXISTING THE NEW CAMERAS MUST INTEGRATE WITH THE EXISTING AVIGILON VMS VIA INTERNAL NETWORK. ALL CONDUIT AND TRENCHING SHALL PROVIDED BY THE ELECTRICAL CONTRACTOR, BUT COORDINATED BY THE SECURITY CONTRACTOR. 7. ALL CHANNEL LICENSES, CABLING, FIBER, NETWORK SWITCHES, ALL CHANNEL LICENSES, CABLING, FIBER, NETWORK SWITCHES, ENCLOSURES, TERMINATIONS AND PROGRAMMING TO BE PERFORMED BY THE SECURITY CONTRACTOR. 8. DUE TO INFRASTRUCTURE AND RESTRICTED NETWORK ACCESS DUE TO INFRASTRUCTURE AND RESTRICTED NETWORK ACCESS A SINGLE INTEGRATOR WILL NEED TO BE COMPLETE OF SCOPE. 9. SECURITY CONTRACTOR SHALL FURNISH PREFINISHED STEEL SECURITY CONTRACTOR SHALL FURNISH PREFINISHED STEEL POLES FOR INSTALLATION OF CAMERAS. GENERAL CONTRACTOR SHALL INSTALL THE POLES AND FOUNDATIONS.

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1. MINIMUM COVER DEPTH FOR ALL UNDERGROUND MINIMUM COVER DEPTH FOR ALL UNDERGROUND CONDUIT NOT UNDER STREET, DRIVEWAY OR PARKING LOT SHALL BE 18". 2. MINIMUM COVER DEPTH FOR ALL UNDERGROUND MINIMUM COVER DEPTH FOR ALL UNDERGROUND CONDUIT UNDER STREET, DRIVEWAY OR PARKING LOT SHALL BE 24". 3. CONDUIT FOR WEST GATE OPERATOR SHALL BE CONDUIT FOR WEST GATE OPERATOR SHALL BE ROUTED THROUGH BRICK WALL AND ALONG EXISTING UNISTRUT SUPPORTS INSIDE ELECTRICAL EQUIPMENT AREA AND INTO THE EXISTING ELECTRICAL EQUIPMENT ROOM AS SHOWN. LOCATE EXISTING PANEL AH FOR FINAL TERMINATION POINT. 4. ROUTE CABLE AND CONDUIT FROM ETHERNET ROUTE CABLE AND CONDUIT FROM ETHERNET OUTLETS TO ETHERNET HUB PER CPSO IT PERSONNEL. 5. ALL CONDUIT LEFT AS SPARE OR LEFT FOR OTHERS ALL CONDUIT LEFT AS SPARE OR LEFT FOR OTHERS SHALL HAVE PULL STRING INSTALLED AND ENDS SHALL BE SEALED. 6. COORDINATE WITH OTHER TRADES AND ARCHITECTURAL COORDINATE WITH OTHER TRADES AND ARCHITECTURAL DRAWINGS FOR FINAL LOCATION OF ALL EQUIPMENT.

Justin Gautreaux

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Justin Gautreaux

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8/8/19

Justin Gautreaux

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Justin Gautreaux

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1 SCALE: 1" = 50'-0"ENLARGED FENCING AND SIGNAGE MAP

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NEW CANTILEVER GATE

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NEW GUARD HOUSE (SEE SHEET A-3)

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NEW CONCRETE BOLLARDS

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CALCASIEU PARISH PRISON

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EXISTING GUARD HOUSE

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EXISTING ROLLING GATE

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NEW 4'-0" WIDE GATE

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CALCASIEU CORRECTIONAL CENTER

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GENERAL SCOPE OF WORK 1. NEW FENCE - TWO NEW SECTIONS OF FENCE. SECTION 1 TO RUN EAST FORM ROAD TO EXISTING FENCE. IF NECESSARY, EXISTING BOLLARDS ARE TO BE REMOVED TO ALLOW FOR NEW FENCE. SECTION 2 TO RUN WEST FROM ROAD BEFORE ABRUPTLY TURNING SOUTH. EAST/ WEST RUN OF SECTION 2 FENCE SHALL BE LONG ENOUGH TO ALLOW FOR THE OPERATION OF NEW BI-PARTING GATE. NEW FENCE TO BE CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS: A. 8' FENCE WITH 9 GAUGE CHAIN LINK MESH. B. CANTILEVER GATE POSTS TO BE 4" WITH END AND CORNER POSTS BEING 2-7/8" WHILE ALL OTHER PASTS TO BE 2-3/8". C. TOP RAIL TO BE 1-5/8" D. ALL PIPING TO BE GALVANIZED SCHEDULE 40 (2' IN THE GROUND). E. ALL POSTS TO BE CONCRETE BACKFILLED. F. TENSION WIRE TO BE UTILIZED AT THE BOTTOM OF FENCE. G. CONCERTINA WIRE SHALL BE INSTALLED AT TOP OF FENCE. H. FENCE POSTS TO BE SPACED MAXIMUM OF 10' APART. I. CONCERTINA WIRE ON PORTION OF NEW FENCE PARALLEL WITH NEW GATE TO BE LOCATED ON NORTH FACE OF FENCE AND GATE. 2. NEW CANTILEVER GATE - NEW CANTILEVER GATE TO BE BI-PARTING. EACH GATE TO BE ABLE TO OPEN INDEPENDENTLY. OPENING IN NEW FENCE WILL BE ROUGHLY 29', THUS REQUIRING EACH GATE TO BE APPROXIMATELY 21' LONG. THIS IS A HIGH TRAFFIC AREA, SO THE DRIVE/ MOTOR FOR EACH GATE SHOULD BE SIZED ACCORDINGLY AND MAINTENANCE FREE. CONCERTINA WIRE ON TOP OF GATE SHOULD BE ON THE SOUTH FACE OF THE FENCE, SO AS NOT TO INTERFERE WITH CONCERTINA WIRE ON FENCE. POWER TO OPERATE ENTRANCE/ WEST GATE SHALL BE PULLED FROM CALCASIEU SHERIFF'S PRISON. POWER TO OPERATE EXIT/ EAST GATE SHALL BE PULLED FROM CALCASIEU CORRECTIONAL CENTER. EACH GATE OPERATOR SHALL BE ONE HORSEPOWER .98 AMP DESIGNED FOR "CONTINUOUS USE" 3. FENCE BLOCK - NEW CANTILEVER GATE AND FENCE TO BE COVERED WITH 750 SERIES - COMMERCIAL BLOCK OR EQUIVALENT AS IDENTIFIED. FENCE BLOCK TO BE LOCATED ON THE PUBLIC SIDE OF THE FENCE. 4. GUARD HOUSE - GUARD HOUSE TO BE RELOCATED FROM CURRENT LOCATION TO IDENTIFIED LOCATION. GUARD HOUSE TO HAVE SUFFICIENT POWER TO MEET BOTH CURRENT DEMANDS, AS WELL AS OPERATE NEW GATES. ALL POWER NECESSARY FOR GUARD HOUSE SHALL BE PULLED FORM THE CALCASIEU CORRECTIONAL CENTER. GUARD HOUSE TO HAVE A NETWORK CONNECTION. 5. ACCESS SYSTEM - NEW ACCESS PEDESTALS WILL BE LOCATED NORTH AND SOUTH OF NEW GATE. EACH PROXIMITY READER ACCESS PEDESTAL SHALL BE PROTECTED BY REMOVABLE BOLLARDS IMMEDIATELY TO THE NORTH AND SOUTH OF THE PEDESTAL AND SHALL INTERACT WITH CURRENTLY ASSIGNED CARDS. BOTH PROXIMITY READER ACCESS PEDESTALS, AS WELL AS ALL FOUR REMOVABLE BOLLARDS, SHALL BE EASILY REMOVABLE TO WITHIN 6" OF THE GROUND. BOTH PROXIMITY READER PEDESTALS SHALL HAVE AN INTERCOM SYSTEM THAT ALLOWS COMMUNICATION WITH BOTH THE CSP GUARD HOUSE AND CCC CONTROL TOWERS. TWO NEW RFID READER PEDESTALS ARE ALSO REQUIRED AND SHALL BE LOCATED SUCH THAT TRAFFIC MUST PASS BETWEEN THEM AND THE NEW PROXIMITY READER PEDESTALS. NEW RFID READER PEDESTALS MUST INTERACT WITH EXISTING RFID STICKERS CURRENTLY INSTALLED IN CPSO UNITS. ALL POWER NECESSARY TO OPERATE ENTRANCE/ WEST GATE SHALL BE PULLED FORM THE CALCASIEU SHERIFF'S PRISON. ALL POWER NECESSARY TO OPERATE EXIT/ EAST GATE SHALL BE PULLED FROM THE CALCASIEU CORRECTIONAL CENTER. SEE SHEET ME-1 6. NEW BOLLARDS - INSTALL PERMANENT BOLLARDS AS NECESSARY TO ENSURE THEY ARE ON 5' CENTERS NORTH OF CPSO BUILDING APPROXIMATELY 18" SOUTH OF SIDEWALK. A. APPROXIMATELY (30) THIRTY PERMANENT BOLLARDS B. (6) SIX REMOVABLE BOLLARDS REQUIRED 7. SECURITY AND MISC. - CONTRACTOR RESPONSIBLE FOR ENSURING ALL NEW INFRASTRUCTURE CORRECTLY INTEGRATES INTO THE EXISTING CPSO FACILITY SECURITY SYSTEM MAINTAINED BY RED ALERT SECURITY. INSTALL TWO NEW SECURITY CAMERAS. CAMERA 1 SHOULD FOCUS ON THE AREA IMMEDIATELY NORTH OF THE NEW GATE WHILE CAMERA 2 SHOULD CAPTURE THE AREA IMMEDIATELY SOUTH. BOTH CAMERAS TO BE MOUNTED ON NEW DIRECT BURIAL STEEL UTILITY POLE. TOP OF NEW UTILITY POLE TO BE MINIMUM ON 15' ABOVE GROUND AFTER BEING INSTALLED. LIGHT ALARMS TO BE INSTALLED IN BOTH CCC AND CSP CONTROL TOWERS. AN INDIVIDUAL ALARM SHALL BE REQUIRED FOR THE FOLLOWING CONDITIONS: ENTRANCE GATE OPEN, ENTRANCE GATE CLOSED, VEHICLE AT ENTRANCE GATE, EXIT GATE OPEN, EXIT GATE CLOSED, AND VEHICLE AT EXIT GATE. ALARMS SHALL ILLUMINATE ACCORDINGLY. BOTH CSP AND CCC CONTROL TOWERS, AS WELL AS THE GUARD HOUSE, SHALL HAVE THE ABILITY TO OPEN AND CLOSE BOTH ENTRANCE AND EXIT GATES. CONCERTINA WIRE WILL BE ADDED TO THE TOP OF THE BRICK WALLS NORTH AND EAST OF THE CSP GENERATOR. 8. SIGNAGE - "ENTER ONLY" SIGNS TO BE MADE OF REFLECTIVE, RUST FREE, HEAVY GAUGE ALUMINUM AND MEASURE 24"x18". "NOTICE" SIGNS TO BE MADE OF REFLECTIVE, RUST FREE, HEAVY GAUGE ALUMINUM AND MEASURE 36"x24". ENTER ENTER ONLY A. (4) FOUR "ENTER ONLY" SIGNS REQUIRED. EXIT EXIT ONLY B. (4) FOUR "EXIT ONLY" SIGNS REQUIRED. NOTICE PARISH ORDINANCE SEC. 18-19.1 PROHIBITS UNAUTHORIZED COMMUNICATION WITH INMATE VIOLATORS WILL BE PROSECUTED C. (10) TEN "NOTICE - PROSECUTED" SIGNS REQUIRED.

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ENTER ONLY

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EXIT ONLY

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NOTICE

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FENCE BLOCK SPECIFICATION 1. FURNISH AND INSTALL FENCE BLOCK (2) LAYERS HIGH ONTO EXITING SECURITY FENCE AND GATES AS SHOWN ON SITE PLAN. 2. FABRIC TO BE 750 SERIES - COMMERCIAL BLOCK. OBSIDIAN BLACK, 6' TALL (5'-8") 95% BLOCKING FINISH. INCLUDES BLACK BINDING AND BRASS GROMMETS. TWO (2) LAYERS HIGH ON FENCE BLOCK. 3. FASTENERS TO BE COMMERCIAL GRADE 7" FENCE SCREEN. UV COATED BLACK.

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BAS

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AUGUST 2019

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1924

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3

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N O R T H

Justin Gautreaux

HCV SEAL

Justin Gautreaux

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8/8/19

Justin Gautreaux

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Justin Gautreaux

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1 SCALE: 1/8" = 1'-0"FLOOR PLAN - GUARD HOUSE

WINDOW AND GLASS NOTES:

2 SCALE: 1/8" = 1'-0"FOUNDATION PLAN - GUARD HOUSE

3 SCALE: 3/4" = 1'-0"EXT. GRD. BM. @ BRICK LEDGE 4 SCALE: 3/4" = 1'-0"

GRD. BM. @ CONC. EDGE

11 SCALE: 1/4" = 1'-0"ELECTRICAL PLAN - GUARD HOUSE

8 SCALE: 1/4" = 1'-0"EAST ELEVATION 10 SCALE: 1/4" = 1'-0"

NORTH ELEVATION

9 SCALE: 1/4" = 1'-0"SOUTH ELEVATION7 SCALE: 1/4" = 1'-0"

WEST ELEVATION

5 SCALE: 3/4" = 1'-0"TYP. WALL SECTION

LIGHT FIXTURE SCHEDULESYMBOL FIXTURE

NO MANUFACTURER MODEL NO QTY. VOLTAGEWATTS PHASE TYPE COLOR ENCLOSURE MOUNTING CONTROL REMARKS

A H. E. WILLIAMS, INC. PTS-1-4-L45/840-RA-DRV-UNV2 120-277V 34 1 1' X 4' SHALLOW SURFACE4000K SURFACE AS INDICATED

B H. E. WILLIAMS, INC. 6DR-TL-L30/840-DIM-UNV-O-W-OF-WH-WET/CC-N 3 120-277V 26.9 1 6" ROUND DOWNLIGHT 4000K RECESSED AS INDICATED

POWER PANEL "A" Panel Type:DISTRIBUTION LIGHTING: 0.15 THREE φ MOTORS: 0.00SERVICE: 120/208V, 1φ, 3W Mounting:SURFACE HVAC: 3.4 OTHER CONTINUOUS: 0.00MAIN: 100A NEMA Rating:3R** RECEPTACLES: 1.26 OTHER NON-CONTINUOUS: 0.00

MIN. SCCR:10kAIC SINGLE φ MOTORS: 1.2 TOTAL CONNECTED LOAD: 6.01

SERVICE CKTNO

AMP/POLE

WIRESIZE A B WIRE

SIZEAMP/POLE

CKTNO SERVICE

A/C UNIT1

20/2 #121700 150 #12 20/1 2 LIGHTING

3 1700 1200 #12 20/1 4 EAST GATE OPERATORRECEPTACLES 5 20/1 #12 1260 - 20/1 6 SPARESPARE 7 20/1 - - 20/1 8 SPARESPARE 9 20/1 - - 20/1 10 SPARESPARE 11 20/1 - - 20/1 12 SPARE**PANEL DOOR SHALL HAVE LOCKING MECHANISM 3110 2900 CONNECTED LOADS SHOWN IN KVA

6 SCALE: 1/8" = 1'-0"INT. ELEV. @ CABINET

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5'-0"

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5'-0"

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CABINETS

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CONCRETE BOLLARDS (AS DETAILED SHEET A-1)

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ROOF OVERHANG

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3'x7' H.M. DOOR & FRAME TO PAINT

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A/C UNIT THRU WALL (7,000 BTUH)

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N O R T H

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A-3

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5

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1. BULLET RESISTANT GLASS AND FRAME. (LEVEL III, BULLET RESISTANT GLASS AND FRAME. (LEVEL III, SUPER POWER SMALL ARMS) 2. FRAME SHALL BE PAINTED INTERIOR AND EXTERIOR.FRAME SHALL BE PAINTED INTERIOR AND EXTERIOR.

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A-3

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6

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MEDIUM BROOM FINISH SLIP RESISTANT FINISH

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CONCRETE BOLLARDS SET IN CONCRETE

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5" THICK CONC. REINFORCED W/6 GA W.W.M

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N O R T H

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5-1/2" BRICK LEDGE

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A-3

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4

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A-3

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3

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CONCRETE NOTES: 1. ALL CONCRETE AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED ALL CONCRETE AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 2. ALL FOUNDATION AND STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS UNLESS ALL FOUNDATION AND STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. 3. CONCRETE SLUMP SHALL NOT BE MORE THAN 4 INCHES. CONCRETE SLUMP SHALL NOT BE MORE THAN 4 INCHES. 4. ALL WIRE MESH REINFORCEMENTS SHALL CONFORM TO ASTM A185. ALL WIRE MESH REINFORCEMENTS SHALL CONFORM TO ASTM A185. 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF ASTM A615, GRADE 60, UNLESS OTHERWISE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF ASTM A615, GRADE 60, UNLESS OTHERWISE SPECIFIED. 6. ALL REINFORCED LAP SPLICES SHALL BE ACI CLASS B SPLICES WITH MINIMUM SPLICE LENGTHS OF 48 TIMES THE NOMINAL BAR ALL REINFORCED LAP SPLICES SHALL BE ACI CLASS B SPLICES WITH MINIMUM SPLICE LENGTHS OF 48 TIMES THE NOMINAL BAR DIAMETER UNLESS SHOWN OTHERWISE. 7. DETAILING OF CONCRETE REINFORCEMENTS SHALL CONFORM TO ACI 318 AND THE "CONCRETE REINFORCING STEEL INSTITUTE MANUAL DETAILING OF CONCRETE REINFORCEMENTS SHALL CONFORM TO ACI 318 AND THE "CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE". 8. FABRICATION AND INSTALLATION OF REINFORCING STEEL AND CONCRETE MATERIALS SHALL BE ACCORDING TO THE "CONCRETE FABRICATION AND INSTALLATION OF REINFORCING STEEL AND CONCRETE MATERIALS SHALL BE ACCORDING TO THE "CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE" UNLESS OTHERWISE SPECIFIED. 9. ALL CONCRETE REINFORCEMENT SHALL BE TIED AT ALL INTERSECTIONS WITH NO. 12 ANNEALED WIRE CONFORMING TO ASTM A82 ALL CONCRETE REINFORCEMENT SHALL BE TIED AT ALL INTERSECTIONS WITH NO. 12 ANNEALED WIRE CONFORMING TO ASTM A82 (COLD DRAWN STEEL). 10. CHAIRS, SPACERS, AND REBAR SUPPORTS SHALL MEET THE REQUIREMENTS OF THE "CONCRETE REINFORCING STEEL INSTITUTE CHAIRS, SPACERS, AND REBAR SUPPORTS SHALL MEET THE REQUIREMENTS OF THE "CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE". ACCESSORIES FOR PLACING REINFORCEMENT IN CONTACT WITH FORM WORK FOR EXPOSED CONCRETE SHALL BE GALVANIZED OR MADE OF PLASTIC. 11. ALL CONCRETE REINFORCEMENT SHALL HAVE A CLEAR COVER OF 3" UNLESS OTHERWISE SPECIFIED. EXPOSED SURFACES OF ALL CONCRETE REINFORCEMENT SHALL HAVE A CLEAR COVER OF 3" UNLESS OTHERWISE SPECIFIED. EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED AND KEPT IN AN MOISTENED CONDITION FOR A PERIOD OF SEVEN DAYS OR TREATED WITH AN ACCEPTABLE CURING COMPOUND IN ACCORDANCE WITH CURING COMPOUND MANUFACTURER INSTRUCTIONS. DO NOT USE CURING COMPOUND ON SURFACES TO RECEIVE GROUT OR OTHER FINISHES. ALL CONCRETE CURING SHALL BE ACCORDING TO ACI 308.1. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD WEATHER PROTECTION AND ACI 301 FOR HOT WEATHER PROTECTION DURING CURING. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT INTERPRETATION OF DESIGN DRAWINGS AND CALL TO THE OWNER'S THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT INTERPRETATION OF DESIGN DRAWINGS AND CALL TO THE OWNER'S ATTENTION ANY DISCREPANCIES FOUND THEREON. NO DEVIATIONS SHALL BE MADE FROM DESIGN DRAWINGS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ADEQUACY OF DETAILS NOT SHOWN OR INDICATED ON DESIGN DRAWINGS.

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COMPACTED FILL

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6 MIL VISQ.

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FILL SAND

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6x6x6GA W.W.M. AT CNTR. OF SLAB

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3,000 PSI CONCRETE

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(4) #5 BARS W/STIRRUPS @ 2'-0" O.C.

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FINISH GRADE

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COMPACTED FILL

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6 MIL VISQ.

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FILL SAND

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3,000 PSI CONCRETE

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(2) #5 BARS CONT. W/#3 TIE

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FINISH GRADE

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220

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A/C UNIT THRU WALL (7,000 BTUH)

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CT

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CT

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UC

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ROOF OVERHANG

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LED FIXTURES

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N O R T H

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NEW PPA SEE PANEL SCHEDULE FOR DETAILS

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GROUND ROD

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PPA-5

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A

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A

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B

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B

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B

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PPA-2

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PPA-1,3

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METAL ROOF AS SPECIFIED

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BRICK TO MATCH EXIST. ADMINISTRATION BUILDING

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AC UNIT THRU WALL (7,000 BTUH)

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12

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5

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CONC. BOLLARD AS DETAILED SHEET A-1

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12

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5

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BULLET RESISTANT GLASS AND FRAME

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CONC. BOLLARD AS DETAILED SHEET A-1

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12

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5

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3'x7' H.M. DOOR & FRAME TO PAINT

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12

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5

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12

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5

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METAL ROOF ON ICE & WATER SHIELD ON 5/8" PLYWOOD DECK

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9" BATT INSULATION

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PRE FABRICATED WOOD TRUSSES

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2x8 BOLTED TO U-BLOCK

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8" U-BLOCK FILLED WITH CONCRETE & REINFORCED WITH (1)-#5 BAR

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HARDI-BOARD SOFFIT TO PAINT

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FACE BRICK TO MATCH EXISTING BUILDINGS

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BITUMINOUS DAMP PROOFING ON 8" CONC. BLOCK

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BLOCK CELLS TO BE FILLED WITH INSULATION AS SPECIFIED

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SEE FOUNDATION DETAILS

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5/8" GYP. BD. TO PAINT

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PRIME & PAINT BLOCK

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COATING AS SPECIFIED EPOXY FLOORING SYSTEM

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#3 BAR @ 32" O.C. & CORNERS - FILL CELL WITH GROUT

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KNEE SPACE

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8" CONC. BLOCK (PRIMED & PAINTED)

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BULLET RESISTANT GLASS & FRAME

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MEB

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AUGUST 2019

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1924

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3

Justin Gautreaux

HCV SEAL

Justin Gautreaux

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8/8/19

Justin Gautreaux

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Justin Gautreaux

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A-3 Guard House - Floor plans & Elevations...1. 100 a, 2-pole fused disconnect rated 208-240vac 100...

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Transcript of A-3 Guard House - Floor plans & Elevations...1. 100 a, 2-pole fused disconnect rated 208-240vac 100...