HomeMy WebLinkAboutProject information- 03-06-2020 SEAL DSSDATE
JOB NO
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2020009
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TYPICAL SECTION
SCALE: 1/2" = 1'-0"A1
6 PROJECT NOTES
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7FRONT ELEVATION
SCALE: 1/2" = 1'-0"A1
5PARTIAL PLAN
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SITE PLAN
SCALE: 1" = 50'-0"A1
1 EXISTING REFERENCE PHOTOGRAPHS
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2 PARTIAL PLAN/DEMO
SCALE: 1/4" = 1'-0"A1
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WIND DESIGN DATABUILDING CODES
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EXISTING
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FLORIDA BUILDING CODE SIXTH EDITION (2017) - EXISTING BUILDING
FLORIDA BUILDING CODE SIXTH EDITION (2017) - BUILDING
FLORIDA BUILDING CODE SIXTH EDITION (2017) - ACCESSIBILITY
2014 NATIONAL ELECTRICAL CODE - NFPA 70
FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2017)
OCCUPANCY CLASSIFICATION: BUSINESS GROUP B
CLASSIFICATION OF WORK: ALTERATION - LEVEL 2
CALCULATED PER ASCE 7-10 COMPONENTS AND CLADDING (in psf):
ULTIMATE DESIGN WIND SPEED: 160 mph 10 sf ZONE 4: +42.50/-45.66
NOMINAL DESIGN WIND SPEED: 124 mph 20 sf ZONE 4: +40.28/-43.60
RISK CATEGORY: II 50 sf ZONE 4: +37.81/-41.33
EXPOSURE CATEGORY: B 100 sf ZONE 4: +35.95/-39.46
ENCLOSURE CLASSIFICATION: ENCLOSED 10 sf ZONE 5: +42.50/-56.20
INTERNAL PRESSURE COEFFICIENT: 0.18 20 sf ZONE 5: +40.28/-52.47
LOAD FACTOR: 1.0 50 sf ZONE 5: +37.81/-47.53
ZONE "a" WIDTH = 5.00 ft 100 sf ZONE 5: +35.95/-43.79
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PALOMAR PARKWAY
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PROPOSED
ATM
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ATM
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REMOVE EXISTING REMOTE TELLER UNIT (RTU) AND DISPOSE. PATCH INTERIOR AND EXTERIOR
CEILING PENETRATIONS.
REMOVE EXISTING BOLLARDS AND DISPOSE. PATCH ISLAND.
SAWCUT DRIVE LANE AND NOTCH ISLAND TO ACCOMMODATE WIDENING AS INDICATED.
SAWCUT INTO ISLAND TO PROVIDE ACCESS FROM COLUMN TO ISLAND UTILITY ACCESS
OPENING. LAY-IN REQUIRED JUNCTION BOXES AND CONDUITS. FILL WITH CONCRETE TO FLUSH
WITH TOP OF ISLAND.
INSTALL DEDICATED 30 AMP, SINGLE PHASE, 120V ELECTRICAL CIRCUIT FOR ATM. RUN TWO (2)
#10 CU THHN CONDUCTORS AND GROUND IN 3/4" CONDUIT FROM 30 AMP BREAKER INSTALLED IN
A SPARE LOCATION AT THE EXISTING PANEL TO THE PROPOSED ATM LOCATION.
INSTALL DEDICATED 20 AMP, SINGLE PHASE, 120V ELECTRICAL CIRCUIT FOR ATM TOPPER. RUN
TWO (2) #12 CU THHN CONDUCTORS AND GROUND IN 3/4" CONDUIT FROM 20 AMP BREAKER
INSTALLED IN A SPARE LOCATION AT THE EXISTING PANEL TO THE PROPOSED ATM LOCATION.
INSTALL CONDUITS FROM THE ATM TO THE EXISTING TELEPHONE/DATA ROOM. PULL 2 CABLE
RUNS FOR VIDEO AND 2 CABLE RUNS FOR ALARM WITH A 20' RESERVE LOOP ON EACH END. PULL
ALL NECESSARY LOW VOLTAGE DATA CABLING FROM EXISTING SOURCES WITHIN THE BANK TO
THE NEW ATM LOCATION.
FORM AND POUR EXTENSION TO FRONT SIDE OF ISLAND AS INDICATED. MATCH EXISTING DEPTH.
POUR 3,000 PSI CONCRETE REINFORCED WITH (2) # 5 REBAR CONTINUOUS TOP AND BOTTOM
AND #4 x 12" REBAR DRILLED AND POUNDED INTO EXPOSED FACE OF EXISTING ISLAND AT 24"
O.C..
FORM AND POUR EXTENSION TO FRONT OF ISLAND ON TOP OF SLAB AS INDICATED. MATCH
EXISTING HEIGHT. POUR 3,000 PSI CONCRETE REINFORCED WITH (2) # 5 REBAR CONTINUOUS
TOP AND BOTTOM AND #4 x 12" REBAR DRILLED AND POUNDED INTO EXPOSED FACE OF EXISTING
ISLAND AT 24" O.C..
PROVIDE AND INSTALL FOUR (4) NEW STEEL PIPE BOLLARDS FILLED WITH CONCRETE TO
PROTECT ATM. COVER WITH "CAUTION YELLOW" PVC SLEEVES.
INSTALL NCR 6688 ON EXISTING ISLAND. REFER TO NCR 6688 DRIVE-UP ISLAND ATM DATA
SHEETS AND INSTALLATION INSTRUCTIONS FOR SPECIFIC DETAILS AND REQUIREMENTS.
INSTALL NEW ATM TOPPER.
REMOVE EXISTING "OPEN/CLOSED" LANE LIGHT. PROVIDE AND INSTALL NEW L.E.D. "ATM" LANE
DESIGNATION LIGHT.
BLACK OUT BYPASS LANE STRIPE AND RE-STRIPE AT NEW LOCATION.
PROVIDE AND INSTALL WHITE ALUMINUM COVER TO COLUMN TO COVER CONDUITS.
PATCH AND REPAIR ALL EXISTING EXTERIOR AND INTERIOR AREAS WHERE DISTURBED BY NEW
CONSTRUCTION.
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DATE
JOB NO
REVISIONS
DRAWN BY
51
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03/06/2020
2020009
94
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NCR 6688 ATM CUT SHEETS
SCALE:A2
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ANCHOR BOLT ANALYSIS
SCALE:
HILTI KB3 ALLOWABLE LOADS
SCALE:A2
3HILTI KB3 SPECIFICATIONS
SCALE:A2
2