Zoning approved Architectural Plans - Ahearn Mixed Use 1 of 2 REVISION 11-10-22A300PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233COVER SHEETAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089SHEET LIST
ID
A300
A301
A302
A303
A304
A304S
A305
A306
A307
A308
A309
A310
A311
A312
A313
A314
A315
A316
A317
A318
A319
A320
A321
M500
M501
M502
M503
M504
M505
P600
P601
P602
P603
TITLE
COVER SHEET
LIFE SAFETY
SITE PLAN
1ST FLOOR PLAN
2ND FLOOR PLAN
AWNING DETAILS
3RD FLOOR PLAN
ROOF PLAN
TRELLIS DETAILS, PLANTER AND ACCENT GUARDRAIL WALL
REFLECTED CEILING PLANS
ELEVATIONS
ELEVATIONS
SECTIONS
SECTIONS
SECTIONS
WALL SECTIONS
WALL SECTIONS
STAIR A PLANS & SECTIONS
STAIR B PLANS & ELEVATOR
ENLARGED BATHROOMS
DOOR & WINDOW ELEVATIONS
NET SQUARE FOOTAGE FOR PARKING CALCS
3D PROPERTY LINE CLEARANCE
1ST FLOOR MECHANICAL GARAGE PLAN
2ND FLOOR MECHANICAL PLAN
3RD FLOOR MECHANICAL PLAN
ROOF MECHANICAL PLAN
MECHANICAL SCHEDULES, NOTES, & LEGEND
MECHANICAL DETAILS & SPECS
1ST FLOOR GARAGE PLUMBING PLAN
2ND FLOOR PLUMBING PLAN
3RD FLOOR PLUMBING PLAN
ROOF PLUMBING PLAN
SHEET LIST
ID
P604
P605
P606
P607
P608
P609
P610
E700
E701
E702
E703
E704
E705
E706
E707
E708
E708
S0.0
S1.0
S1.1
S2.0
S2.1
S3.0
S3.1
S4.0
S5.0
S6.0
S7.0
S8.0
S9.0
TITLE
2ND FLOOR ENLARGED RESTROOM PLUMBING PLAN
3RD FLOOR ENLARGED RESTROOM PLUMBING PLAN
PLUMBING FIXTURE SCHEDULE & SPECS
FIRE PROTECTION GENERAL NOTES
1ST FLOOR GARAGE FIRE PROTECTION PLAN
2ND FLOOR FIRE PROTECTION PLAN
3RD FLOOR FIRE PROTECTION PLAN
1ST FLOOR ELEC GARAGE PLAN
2ND FLOOR ELEC PLAN
3RD FLOOR ELEC PLAN
ROOF ELEC PLAN
RISER DIGRAM & GROUNDING DETAIL
FIRE ALARM RISER DIAGRAM
PANEL SCHEDULES, LOAD CALCS, & LUMINAIRE SCHEDULE
ELEC DETAILS
ELECTRICAL DETAILS
ELECTRICAL SPECS
GENERAL STRUCTURAL NOTES
SLAB & FOUNDATION
FOUNDATION DETAILS
2ND FL FRAMING PLAN
2ND FL BEAM PLAN
3RD FL FRAMING PLAN
3RD FL BEAM PLAN
ROOF FRAMING PLAN
UPPER ROOF FRAMING PLAN
FRAMING DETAILS
FRAMING DETAILS
FRAMING ELEVATIONS
FRAMING ELEVATIONS
AHEARN MIXED USE
BUILDING
42 EAST COAST DR
ATLANTIC BEACH, FLORIDA
32233
N
PROJECT LOCATION
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
Digitally signed by
John Zona
Date: 2022.11.07
11:24:14 -05'00'
By Toni Gindlesperger at 3:52 pm, Nov 10, 2022
A301PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233LIFE SAFETYAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089AHEARN MIXED USE BUILDING
42 EAST COAST DR
ATLANTIC BEACH, FLORIDA 32233
APPLICABLE CODES:
THE PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE
FOUR VOLUMES OF THE FLORIDA BUILDING CODE (FBC) 2020
VOLUME 1 - BUILDING, WHICH INCLUDES, EXISTING BUILDING, ENERGY,
ACCESSIBILITY AND STATE AGENCY REGULATIONS.
VOLUME II - PLUMBING
VOLUME III - MECHANICAL AND FUEL GAS
VOLUME IV - THE NATIONAL ELECTRICAL CODE. (STANDARD NFPA 70-2008)
FLORIDA BUILDING CODE: EXISTING BUILDING
FLORIDA BUILDING CODE: ENERGY CONSERVATION
FLORIDA FIRE PREVENTION CODE 7TH EDITION, NFPA 1 FIRE CODE 2018 EDITION &
NFPA 101 LIFE SAFETY CODE 2018 EDITION
AREA SUMMARY:
PROJECT AREA:23,401 S.F.
PROJECT DESCRIPTION:
THIS PROJECT IS THE NEW CONSTRUCTION OF A 3 STORY COMMERCIAL BUILDING
CONSISTING OF CONCRETE EXTERIOR WALLS, WOOD FLOOR AND ROOF JOISTS ,
STEEL AND CONCRETE COLUMNS, AND STEEL BEAMS. THE INTERIOR WILL BE LEFT
OPEN AND WILL BE DIVIDED UP AS SPACE IS LEASED.
CHAPTER 3 USE AND OCCUPANCY:
THIS AREAS THAT THE PROJECT IS CONCERNED WITH ARE CLASSIFIED BY FBC
SECTION 304.1 AS BUSINESS GROUP B OCCUPANCY. B OCCUPANCIES INCLUDES,
AMONG OTHERS, THE USE OF A BUILDING OR STRUCTURE, OR A PORTION THEREOF,
FOR OFFICE, PROFESSIONAL OR SERVICE TYPE TRANSACTIONS, INLCUDING THE
STORAGE OF RECORDS AND ACCOUNTS.
CHAPTER 6 TYPES OF CONSTRUCTION:
THE PROPOSED BUILDING CONSTRUCTION TYPE IS TYPE III-B (SPRINKLED)
TYPE III CONSTRUCTION IS THAT TYPE WHICH THE EXTERIOR WALLS ARE OF
NONCOMBUSTIBLE MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY
MATERIAL PERMITTED BY THIS CODE
TOTAL GROSS BUILDING AREAS:
-1ST FLOOR 4,906 S.F.
-2ND FLOOR 9,266 S.F.
-3RD FLOOR 9,229S.F.
TOTAL BUILDING AREA 23,401 S.F.
CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES:
SECTION 708 FIRE PARTITIONS
708.1 GENERAL.
THE FOLLOWING WALL ASSEMBLIES SHALL COMPLY WITH THIS SECTION.
708.3 FIRE-RESISTANCE RATING.
FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1
HOUR.
THIS BUILDING WILL PROVIDE FIRE PARTITIONS OF NOT LESS THAN ONE HOUR FOR
EXTERIOR WALLS, CORRIDOR WALLS AND WALLS AND FLOOR/CEILING ASSEMBLILES
SEPARATING OCCUPANCIES, PET TABLE 508.4
COAB Sec. 24-161. - Off-street parking and loading.
NET USABLE AREAS CONTRIBUTING TO PARKING CALCULATIONS
-1ST FLOOR 4,173 S.F.
-2ND FLOOR 7,218 S.F.
-3RD FLOOR 7,277 S.F.
TOTAL PROJECT AREA 18,688 S.F.
18,688 /400 (PER ZONING)= 46.67 PARKING REQUIRED
-25 VALET SPACES
-8 ON-STREEET
-2 ACCESSIBLE SPACES
-4 MOTORCYLE (=2 SPACES)
-7 REQUIRED BICYCLE ( NO CREDIT TOWARDS PARKING REQ.)
-37 ADDITIONAL BICYCLE (=9 SPACES)
-PRESERVED TREE REDUCTION=2 SPACES
TOTAL VALUE APPLIED TOWARD PARKING REQUIREMENT=48
UP
UP
UP
UP
FIRE EXTINGUISHER
EGRESS DOOR W/
SIGNAGE
FIRE EXTINGUISHER
CONCRETE WALKAY
MERCANTILE
(M)
MERCANTILE
(M)
TD
4 2 '-0 "TD38'-8"TD21'TD
42'-6"TD25'-0"TD25'-0"TD25'-0"TD
26'
ELEVATOR
LOBBY
ELEC
DN
DN
DN
DN
UP
UP
FIRE EXTINGUISHER
EGRESS DOOR W/
SIGNAGE
FIRE EXTINGUISHER
TD
80'
TD1
1
5
'-
6
"TD90'-2"BUSINESS
(B)PROPOSED FUTURE CORRIDORBUSINESS
(B)
DN
DN
UP FIRE EXTINGUISHER
EGRESS DOOR W/
SIGNAGE
FIRE EXTINGUISHER
EGRESS DOOR W/
SIGNAGE
TD
1
0
3
'
-
6
"TD90'-2"BUSINESS
(B)
TD
93'-0"PROPOSED FUTURE CORRIDORBUSINESS
(B)
SCALE: 1" = 20'1 1ST FLOOR LIFE SAFETY PLAN
SCALE: 1" = 20'2 2ND FLOOR LIFE SAFETY PLAN
SCALE: 1" = 20'3 3RD FLOOR LIFE SAFETY PLAN
CHAPTER 10 MEANS OF EGRESS:
EGRESS DESIGN
OCCUPANCY LOAD FACTORS (FBC, MAXIMUM OCCUPANCY LOAD, TABLE 1004.5 ;
LSC 8-1.7) AS THEY PERTAIN TO EGRESS REQUIREMENTS ONLY.
OCCUPANCY LOAD CALCULATION OCCUPANCY
-MERCANTILE 1ST FLOOR 4,408 S.F./60 GROSS 73
-ELEVATOR LOBBY 1ST FLOOR 389 S.F./15 GROSS 26
-ELECTRICAL 1ST FLOOR 113 S.F./100 GROSS 1
TOTAL OCCUPANCY 1ST FLOOR 100
-BUSINESS 2ND FLOOR 9,234 S.F./150 GROSS 61
-TERRACE 2ND FLOOR 1,249 S.F./5 NET 249
-RESTROOMS 2ND FLOOR 386 S.F.
TOTAL OCCUPANCY 2ND FLOOR 310
-BUSINESS 3RD FLOOR 9,229 S.F/150 GROSS 61
-TERRACE 3RD FLOOR 1,412 S.F./5 NET 282
-RESTROOMS 3RD FLOOR 386 S.F.
TOTAL OCCUPANCY 3RD FLOOR 343
SECTION 1005 EGRESS WIDTH
MINIMUM STAIR WIDTH PER FBC 1011:44" MIN.
MINIMUM STAIR WIDTH PROVIDED:48"
FBC TABLE 1016 EXIT ACCESS TRAVEL DISTANCE:
ALLOWABLE TRAVEL DISTANCE PER TABLE 1017.2 FOR GROUP B WITH AUTOMATIC
SPRINKLER SYSTEM IS 300 FEET.
1207.1 SCOPE.
THIS SECTION SHALL APPLY TO COMMON INTERIOR WALLS, PARTITIONS AND
FLOOR/CEILING ASSEMBLIES BETWEEN ADJACENT INDIVIDUAL UNITS OR BETWEEN
INDIVIDUAL UNITS AND ADJACENT PUBLIC AREAS SUCH AS HALLS, CORRIDORS,
STAIRS OR SERVICE AREAS.
1207.2 AIR-BORNE SOUND.
WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING INDIVIDUAL
UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A
SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E 90.
PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING;
ELECTRICAL DEVICES; RECESSED CABINETS; BATHTUBS; SOFFITS; OR HEATING,
VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR
OTHERWISE TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS REQUIREMENT
SHALL NOT APPLY TO DWELLING UNIT ENTRANCE DOORS; HOWEVER, SUCH
DOORS SHALL BE TIGHT FITTING TO THE FRAME AND SILL.
GENERAL NOTES:
1) ALL PRODUCTS SELECTED BY CONTRACTOR MUST BE INCLUDED IN THE
FLORIDA PRODUCT APPROVAL LIST (APPROVAL INFORMATION TO BE
SUBMITTED UPON REQUREST BY CONTRACTOR) & MUST BE INSTALLED IN
STRICT ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS.
2) PRODUCTS THAT SHALL CONFORM TO NOTE NUMBER ONE INCLUDE (BUT
NOT LIMITED TO) METAL STUDS, STEEL REBAR, EIFS FINISH, WOOD STUDS,
METAL FLASHING, PEEL & STICK MOISTURE BARRIER, PAINT, VAPOR BARRIER,
ARCHITECTURAL FOAM SHAPES, CAST IN PLACE CONCRETE, & DOORS.
3) CONTRACTOR IS TO SUBMIT SAMPLES OF ALL SELECTED PRODUCTS TO
OWNER FOR APPROVAL.
4) CONTRACTOR IS TO CONTACT ARCHITECT IMMEDIATELY IF THERE ARE ANY
DISCREPENCIES BETWEEN PLANS, SECTIONS, AND/OR DETAILS.
5) USE DURAROCK OR EQUAL AS UNDERLAYMENT FOR TILE OR BATHROOM
FINISHES WHERE WATER SOURCE IS IN CLOSE PROXIMITY.
1 HOUR WALL
2 HOUR WALL
EMEGENCY LIGHT
EMEGENCY LIGHT
EXIT SIGN
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
A302PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233SITE PLANAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 908918,583/400 (PER ZONING)= 46.46 PARKING REQUIRED
-25 VALET SPACES
-8 ON-STREEET
-2 ACCESSIBLE SPACES
-4 MOTORCYLE (=2 SPACES)
-7 REQUIRED BICYCLE ( NO CREDIT TOWARDS PARKING
REQ.)
-37 ADDITIONAL BICYCLE (=9 SPACES)
-PRESERVED TREE REDUCTION=2 SPACES
TOTAL VALUE APPLIED TOWARD PARKING
REQUIREMNT=48
UP
UP
UP
A H E R N S T R E E T
E A S T C O A S T D R I V ELOT 2BLOCK 1
LOT 4BLOCK 1
LOT 6BLOCK 1
LOT 7BLOCK 1
LOT 8BLOCK 1 BRICK SIDEWALKBRICK SIDEWALKUP
22'-0 1/2"18'-0"
6'-0"5'-5"2'-8"
1'-6"3'-1"4'-1"2'-8 1/2"3'-1"6'-8 1/2"1'-5 1/2"10.70' FF
10.66' TOP OF GRADE
6' -0" GREEN FENCE
PRESERVED PALM CLUSTERS5' LANDSCAPE BUFFER ON
PROPERTY WITH 4 PALMS
"TRUE GRID" PERVIOUS
SYSTEM
CONCRETE WALKAY
CONCRETE WALKAY
4"CONCRETE SLAB
PARKING UNDER
BUILDING
4"CONCRETE SLAB
PARKING UNDER
BUILDING
6" CONCRETE SLAB
@ DUMPSTER PAD
PERVIOUS PAVERS
2' CONCRETE APRON
VALET DROP OFF
H H
F F
E E
D D
C C
B B
A A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
G G
B.3 B.3
E.6 E.6
E.3 E.3
5.7
5.7
6.2
6.2
6.5
6.5
C8 C8
D2 D2
D4 D4
D7 D7
8 ON STREET
PARKING
14 VALET SPACES
6 VALET SPACES
5 VALET
SPACES
2 HDC
4
MOTORCYCLE
SPACES
BIKE RACKS
DUMPSTER BIKE RACKSBIKE RACKS
BIKE RACKS
BIKE RACKS
SCALE: 1" = 10'1 SITE PLAN
ARCHITECURAL SITE PLAN NOTES:
1. THIS ARCHITECTURAL SITE PLAN IS INTENDED FOR
VISUAL REFERENCE.
2. SEE CIVIL DRAWINGS FOR SITE GRADING, PARKING
AREA, DRIVEWAYS /STREETS, SIDEWALKS AND
BUILDING LOCATIONS, GEOMETRIES, LAYOUT AND
DIMENSIONS RELATIVE TO SITE BOUNDARIES.
3. SEE CIVIL DRAWINGS FOR ALL STORM-WATER
DRAINAGE.
4. SEE SHEET A320 FOR PARKING CALCULATIONS PER
AGREEMENT WITH CITY .
5. SEE LANSCAPE DRAWINGS IN CIVIL SET FOR GREEN
FENCE, LANSCAPING AND TREE MITIGATION.
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
SEE PAGE C3.01 FOR CORRECT SITE PLAN; BIKE RACKS AND MOTORCYCLE PARKING. 4.24.2023
A303PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 322331ST FLOOR PLANAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 908907
R/O7'-10"
5'-2"ope
01
03
03
03
03
01
01
030303
03 03 03 03
01 01
08
15
01
01
03 03 03 03
01 01
04
08
04
03
03
03
01
2
A317
1
A316
10
A317
22'-8"18'-6"3'-10"17'-0"40'-1"43'-7"
22'-8"22'-4"17'-0"24'-0"23'-8"22'-4"7'-9"5'-11"
145'-8"1'-7 1/2"5'-4"13'-8 1/2"15'-0"5'-4"4'-0"4'-0"5'-8"6'-8"5'-4"5'-5"9'-7"15'-4"5'-4"1'-7 1/2"7'-7 1/2"15'-10"2'-1"3'-4"1'-5"18'-6"3'-10"10'-5"4"24'-11"5'-4"6"3'-2 1/2"16'-9"6'-3 1/2"16'-6"9'-9"17'-1 1/2"25'-4"45'-0"100'-8"22'-8"22'-4"14'-3 1/2"2'-8 1/2"24'-0"23'-8"2'-9"10 1/2"7'-6"11'-2 1/2"7'-9"5'-11"3'-8 1/2"31'-0"4'-8"8"19'-0"8"4'-8"15'-8"15'-4"5'-4"6'-1"11'-3"13'-1"11'-3"11'-1"11'-3"10'-6 1/2"11'-3"11'-4 1/2"3'-6"3'-8 1/2"2'-4"11'-3"3'-6"11'-3"2'-8"5'-4"9'-6"9'-6"5'-4"2'-7"11'-3"3'-6"5'-8"8'-0"6'-11 1/2"29'-4 1/2"14'-10"14'-10"31'-0"5'-4"102'-4"6'-11 1/2"90'-0 1/2"5'-4"19'-0 1/2"6'-11 1/2"28'-8 1/2"8"29'-8"1'-0"30'-0"5'-4"5'-8"7'-8"5'-8"57'-1"23'-8"10'-0"9'-11"
37'-6"4'-0"2'-1"
100'-8"9'-3"11'-5"20'-4"20'-4"10'-5 1/2"5'-3 1/2"2'-2 1/2"4'-1"1'-1"3'-4"14'-7 1/2"1'-7 1/2"7'-10"2'-3 1/2"7'-2 1/2"7'-3"2'-3 1/2"R 12'-0"
R 12'-0"
1
A310
1A317 1A317
3A3163A316 1
A309
2
A310
3A311
3A311
H H
F F
E E
D D
C C
B B
A A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
G G
B.3 B.3
E.6 E.6
E.3 E.3
5.7
5.7
6.2
6.2
6.5
6.5
C8 C8
D2 D2
D4 D4
D7 D7
1A311
1A311
2A311
2A311
2
A312
2
A312
1A3121A312
1A313
1A313
07
UNDERSIDE OF STRUCT. ABOVE(SEE STRUCT. DWGS)
SEALANT CONTINUOUS AT PERIMETER
J-BEAD FABRICATED TO RECEIVE JOINT COMPOUND WHERE NOCEILING IS SCHEDULED
CEILING AS SCHEDULED
2X4 WOOD STUDS @ 16" O.C.
2X6 WOOD STUDS @ 16" O.C.
2X3 WOOD STUDS @ 16" O.C.
5/8" TYPE X GYP. BD.
3" BATT INSULATION
(SOUND ATTENUATING)
1 1/2" BATT INSULATION(SOUND ATTENUATING)
BASE AS SCHEDULED
CONT. WD. SOLE PLATE
SEALANT CONTINUOUS AT PERIMETERFLOOR FIN. AS SCHEDULED
POWER ANCHOR- TOP & BOTTOMTOP OF STRUCT. FLOOR SYSTEM
BASE
PLAN
HEAD
0A
0A1
0A2
0A1
0A2
0A
0A 4 3/4"
0A1 6 3/4"
0A2 3 3/4"
Scale: 3"=1'-0"
4-3/4" Interior Partition - 2x4 Wood Stud
0A
TYPE FIRE RATING:
STC RATING:
0A1: 6-3/4" INTERIOR PARTITION - 2x6 WOOD STUD
0A2: 3-3/4" INTERIOR PARTITION - 2x3 WOOD STUD
DESIGN:
TEST NO:
N/A
46 (0A,0A1)
42 (0A2)
N/A
BBN-700725 (0A, 0A1, 0A2)
DBL. 2X CONT. WD TOP PLATE.
(SOUND ATTENUATING) WIRE
UNDERSIDE OF STRUCT. ABOVE(SEE STRUCT. DWGS)
SEALANT CONTINUOUS AT PERIMETER
J-BEAD FABRICATED TO RECEIVE JOINT COMPOUND WHERE NOCEILING IS SCHEDULED
CEILING AS SCHEDULED
2x4 WOOD STUDS @ 16" O.C.
2x6 WOOD STUDS @ 16" O.C.
5/8" TYPE X GYP. BD.
3" BATT INSULATION(SOUND ATTENUATING)
BASE AS SCHEDULED
2X CONT. WD SOLE PLATE
SEALANT CONTINUOUS AT PERIMETER
FLOOR FIN. AS SCHEDULED
POWER ANCHOR- TOP & BOTTOMTOP OF STRUCT. FLOOR SYSTEM
BASE
PLAN
HEAD
1A
1A1
1A4 3/4"
1A1 6 3/4"
Scale: 3"=1'-0"
4-3/4" 1 Hour Interior Partition - 2x4 Wood Stud
1A
TYPE FIRE RATING:
STC RATING:
1A1: 6-3/4" INTERIOR PARTITION - 2x6 WOOD STUD
DESIGN:
TEST NO:
1 HOUR
49
U.L. U419 OR U465
SA-870717
DBL. 2X CONT. WD TOP PLATE.
UNDERSIDE OF STRUCT. ABOVE(SEE STRUCT. DWGS)
SAFING INSULATION (SEE STURCT. DWG FOR TOP OF WALL BRACING.)
CEILING AS SCHEDULED
8" CMU - CLASSIFICATION
D-2 & MIN. EQUIVALENT THICKNESS PER BLDG CODE FOR FIRE RATING
BASE AS SCHEDULED
FLOOR FIN. AS SCHEDULED
TOP OF STRUCT. FLOOR SYSTEM
PLAN
HEAD
2E
2E12E 7 5/8"
2E1 11 5/8"
Scale: 3"=1'-0"
2 Hour Partition - 8" CMU
2E
TYPE FIRE RATING:
STC RATING:
2E1: 12" CMU PARTITION
DESIGN:
TEST NO:
2 HOUR
46
U.L. U905 & U906
359-5-66
BASE
REFER TO STRUCTURAL DWGS FOR GROUT AND
REINFORCEMENT NOTES1"12" CMU - CLASSIFICATION D-2 & MIN. EQUIVALENT THICKNESS PER BLDG CODE FOR FIRE RATING
UNDERSIDE OF STRUCT. ABOVE(SEE STRUCT. DWGS)
J-BEAD FABRICATED TORECEIVE JOINT COMPOUNDWHERE NO CEILING ISSCHEDULED
CEILING AS SCHEDULED
7/8" MET. FURRINGCHANNELS @ 24" O.C.(SHIM FURRING CHANNELAS REQ'D TO PROVIDEPLUMB CONDITION)
BASE AS SCHEDULED
FLOOR FIN. AS SCHEDULED
TOP OFSTRUCT. FLOOR
SYSTEM
PLAN
HEAD
Scale: 3"=1'-0"
1-1/2" Furring Partition - 7/8" Furring Channel
0F
TYPE FIRE RATING:
STC RATING:
DESIGN:
TEST NO:
N/A
N/A
N/A
N/A
BASE
MASONRY OR CONCRETEWALL OR COLUMN
7/8" MET. FURRING CHANNELS
@ 3" FROM T& B OF PART. - 1/2 "CLR FROM VERT. CHANNELS
1 1/2"
OF-B: 4" FURRING - 3.5" STUD
5/8" TYPE X GYP. BD.
OF-B: USE 3.5 METAL STUD IN PLACE OF FURRING CHANNELS
STRUCTURAL WOOD MEMBERS - ENGINEERED WOOD JOIST (TJI JOIST) 24" MAXIMUM
SPACING
SUBFLOORING - 3/4" TONGUE & GROOVE PLYWOOD 48/24 MINIMUM SPAN RATED, NAILED &GLUED TO TOP OF TJI JOINTS AND INSTALLED PERPENDICULAR TO THE JOISTS.
1.
2.
FLOOR TOPPING - 1" GYPSUM CONCRETE3.
FURRING CHANNELS - RESILIENT CHANNELS RC-1 (1/2") FORMED OF 25 MSG THK GALV.
STEEL. INSTALLED UNDER FIRST LAYER OF GYPSUM BOARD. 4.
INSULATION: BATTS & BLANKETS - MINIMUM 3 1/2" THICK(R-11) GLASS FIBER INSULATION
BEARING UL CLASSIFICATION MARKING DRAPED OVER RESILIENT CHANNELS.
5.
GYPSUM BOARD — THREE LAYERS OF EXTERIOR GRADE 5/8" THICK BY 4 FT WIDE TYPE X GYPSUM PANELS,
BASE LAYER INSTALLED PERPENDICULAR TO JOISTS WITH END JOINTS STAGGERD, AND ATTACHEDDIRECTLY TO THE BOTTOM FLANGE USSING 1 5/8" INCH LONG, TYPE S SCREWES SPACES 12 INCHES
ON CENTER ALONG JOIST.
MIDDLE LAYER OF GYPSUM BOARD INSTALLED PERPENDICULAR TO THE RESILIENT CHANNELS, WITH
END JOINTS STAGGERED, AND ATTACHE DTO RESILIENT CHANNLES WITH 1 INCH LONG, TYPE S SCREWS
SPACE 12 INCHESC ON CENTER
6.
1
2
3
5
4
6
1
2
3
5
4
6
2-HOUR RATED FLOOR/CEILING ASSEMBLY
FIRE RATING:
STC RATING:
DESIGN:
TEST NO:58
2 HOUR ICC ESR-1153 ASSEMBLY B
ICC ESR-1153 ASSEMBLY B OPTION 2
PERPENDICULAR TO JOISTS @ 16" O.C. CHANNELS SECURED TO EACHATTACHED TO THE BOTTOM FLANGE OF EACH JOIST WITH 1 5/8 INCH LONG, TYPE S SCREWS
FINISH LAYER OF GYPSUM INSTALLED WITH EDGES AND END JOINTS STAGGERED FROM THE MIDDLE LAYERFASTENED TO THE RESILIENT CHANNEL WITH 1 5/8 INCH LING, TYPE S SCREWS SPACED 8 INCHES ON CENTER
JOINTS OF THE FINISH LAYER MUST BE COVERED WITH JOINT COMPOUND AND TAPE AND EXPOSED SCREWS
MUST BE COVERDED WITH JOINT COMPOUND
1-HOUR RATED TYPICAL FLOOR/CEILING ASSEMBLY
FIRE RATING:
STC RATING:
DESIGN:
TEST NO:58
1 HOUR ICC ESR-1153 ASSEMBLY B
ICC ESR-1153 ASSEMBLY B OPTION 2
STRUCTURAL WOOD MEMBERS - ENGINEERED WOOD JOIST (TJI JOIST) 24" MAXIMUM
SPACING
SUBFLOORING - 3/4" TONGUE & GROOVE PLYWOOD 48/24 MINIMUM SPAN RATED, NAILED &GLUED TO TOP OF TJI JOINTS AND INSTALLED PERPENDICULAR TO THE JOISTS.
1.
2.
FLOOR TOPPING - 1" GYPSUM CONCRETE3.
FURRING CHANNELS - RESILIENT CHANNELS RC-1 (1/2") FORMED OF 25 MSG THK GALV.
STEEL. INSTALLED PERPENDICULAR TO JOISTS @ 16" O.C. CHANNELS SECURED TO EACH
TRUSS WITH 1 1/4" LONG TYPE S SCREWS.
4.
INSULATION: BATTS & BLANKETS - MINIMUM 3 1/2" THICK(R-11) GLASS FIBER INSULATION
BEARING UL CLASSIFICATION MARKING DRAPED OVER RESILIENT CHANNELS.
5.
GYPSUM BOARD — TWO LAYERS OF 5/8" THICK BY 4 FT WIDE TYPE X GYPSUM PANELS,
INSTALLED PERPENDICULAR TO RESILIENT CHANNELS. THE BASE LAYER OF PANELS
SCREW-ATTACHED TO THE RESILIENT CHANNELS WITH 1 IN. LONG TYPE S SCREWS SPACED
8" O.C. AT THE BUTT JOINTS AND 16" O.C. IN THE FIELD OF THE PANEL. THE FACE LAYERSCREW-ATTACHED TO THE RESILIENT CHANNELS WITH 1 5/8" TYPE S SCREWS SPACED 8"
O.C. AND 1 1/2" TYPE G SCREWS SPACED 8" O.C. AT THE BUTT JOINTS LOCATED MID-SPAN
BETWEEN RESILIENT CHANNELS.
6.
1
2
3
5
4
6
1
2
3
5
4
6
SCALE: 1/8" = 1'-0"1 1ST FLOOR PLAN
PLAN NOTES:
1. WALL ARE DIMENSIONED TO THE EDGES OF STUD WALLS, CMU WALL & COLUMNS, UNLESS
OTHERWISE INDICATED.
2. DOOR & WINDOW OPENINGS IN CMU WALLS ARE DIMENSIONED TO THE CLEAR OPENING EDGES OF
THE CMU WALL. CONTRACTOR TO CONFIRM ACTUAL CLEAR OPENINGS WITH WINDOW AND DOOR
MANUFACTURER
3. DOORS & WINDOWS IN METAL STUD WALS ARE DIMENSIONED TO THEIR CENTERLINE
4. DASHED LINED WALLS INDICATE FUTURE INTERIOR WALLS
5. LEAVE FURRRING ON CMU AND CONRETE FOR FINAL TENANT BUILDOUT WITH THE EXCEPTION OF
FINISHED BATHROOMS AND GROUND FLOOR ELEVATOR.
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
A304PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 322332ND FLOOR
PLANAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089R/O7'-10"
5'-2"
04
04
05
02
02
08
06
08
04
04
07
05
06
06
06
05
06
1614 16 14 16 16 1614 16 161416
07
14 12121212141214121214
12
14
12
12
14
12
12
14
12
14
12
06
07
04
09
17 18 17 1718
1/4"SLOPE3
A317
2
A316
1
A318
2
A305
1
A310
1A317 1A317
2
A309
1
A309
2
A310
3
A311
3A311
22'-8"22'-4"6'-0"2'-0"2'-0"
6'-0"5'-4"6'-0"2'-0"2'-0"2'-0"6'-0"5'-4"6'-0"2'-0"2'-0"2'-0"6'-0"3'-4"6'-0"2'-0"2'-0"2'-0"6'-0"3'-0"7'-9"5'-11"
45'-0"87'-0"13'-8"2'-7"10'-0"7'-2"10'-0"4'-3 1/2"5'-5 1/2"10'-0"10'-0"5'-6"4'-3"10'-0"7'-2"10'-0"4'-3"16'-1"7'-7"11'-0"11'-4"7'-9"5'-11"
64'-8"10'-9"11'-7"13'-8"5'-4"13'-8 1/2"14'-4"6'-0"20'-4"20'-4"20'-8"19'-0 1/2"20'-4"20'-4"20'-4"20'-8"22'-8"18'-6"4'-10"6'-0"6'-0"11'-4"6'-0"6'-0"11'-4"6'-0"6'-0"9'-4"6'-0"6'-0"4'-10 1/2"1'-1 1/2"
7'-9"8"4'-11"4"
22'-8"22'-4"17'-0"24'-0"23'-8"22'-4"7'-9"5'-7"
145'-4"8'-8"6'-4 1/2"11'-0"9'-6 1/2"2'-3"14'-1"3'-4"
10"
45'-0"1'-6"19'-0 1/2"6'-5 1/2"75'-2 1/2"8'-10"2'-0"2'-0"6'-0"1'-6"1'-0"6'-0"2'-0"2'-0"2'-0"6'-0"1'-4"1'-2"6'-0"2'-0"2'-0"2'-0"6'-0"2'-6"6'-0"2'-0"2'-0"2'-0"6'-0"1'-4"17'-0"24'-0"23'-8"22'-4"7'-9"
100'-8"31'-11 1/2"11'-7"6'-0"2'-0"2'-0"
3'-4"6'-0"2'-0"2'-0"2'-0"6'-0"2'-1"
4A316
4A316
5A316
5A316
CANTILEVERED HVAC SHELF
C.I.P. CONCRETE SLAB
SLOPED TO DRAIN
WATERPROOFED WITH
BASF. Master Seal Traffic
1500 system
H H
F F
E E
D D
C C
B B
A A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
G G
B.3 B.3
E.6 E.6
E.3 E.3
5.7
5.7
6.2
6.2
6.5
6.5
C8 C8
D2 D2
D4 D4
D7 D7
1
A311
1
A311
2
A311
2
A311
2A3122A312
1A3121A312
1
A313
1
A313
2'-0"
STEEL SUPPORT ROD
EFIS EXTERIOR FINISH
CONTINUOUS METAL
FLASHING
STOREFRONT GLAZING
SYSTEM
CAST IN PLACE
REINFORCED CONCRETE
3 1/2" METAL STUD FRAMING
1/2" DENSGLASS DECKING
COMPOSITE WOOD PLANKS
2x6 STEEL BOX SUPPORT
FRAME 3'-6"4"4"4x4 COMPOSITE TOP RAIL
3/4" ALUMINUM ROD
BALUSTERS
4x4 ALUMINUM POST
1/4" ALUMINUM BASE
PLATE ANCHORED TO
SLAB
SCALE: 1/8" = 1'-0"1 2ND FLOOR PLAN
SCALE: 1 1/2"= 1'-0"2 AWNING DETAIL
SCALE: 1 1/2"= 1'-0"3 GUARDRAIL DETAIL
PLAN NOTES:
1. WALL ARE DIMENSIONED TO THE EDGES OF STUD WALLS, CMU WALL & COLUMNS, UNLESS
OTHERWISE INDICATED.
2. DOOR & WINDOW OPENINGS IN CMU WALLS ARE DIMENSIONED TO THE CLEAR OPENING EDGES OF
THE CMU WALL. CONTRACTOR TO CONFIRM ACTUAL CLEAR OPENINGS WITH WINDOW AND DOOR
MANUFACTURER
3. DOORS & WINDOWS IN METAL STUD WALS ARE DIMENSIONED TO THEIR CENTERLINE
4. DASHED LINED WALLS INDICATE FUTURE INTERIOR WALLS
5. LEAVE FURRRING ON CMU AND CONRETE FOR FINAL TENANT BUILDOUT WITH THE EXCEPTION OF
FINISHED BATHROOMS AND GROUND FLOOR ELEVATOR.
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
A305PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 322333RD FLOOR PLANAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 908912
14
12
12
14
12
12
14
12
14
12
14
13
14
13
12
01
06
03
12
14
12
14
01
09
03
11
11
03
10
14 12121212141412121412
07
1416 16 14 1616141616141616
04
05
06
06
06
05
0606
09
17 18 17 1718
1/4"SLOPE4
A317
1
A318
4
A307
2
A316
5
A307
3
A305
1
A310
1
A317
1
A317
1
A309
2
A310
3
A311
3
A311
1'-7 1/2"5'-4"13'-8 1/2"20'-4"20'-4"20'-4"20'-8"22'-8"22'-4"17'-0"24'-0"23'-8"22'-4"7'-9"5'-4"13'-8 1/2"10'-0"39'-1"32'-7"68'-1 1/2"32'-7"12'-10"9'-6"7'-8 1/2"9'-3 1/2"4'-11"2'-0"1'-0"4'-0"3'-2 1/2"2'-0"1'-0"5'-5 1/2"1'-1"7'-7"9"21'-7"5'-4"2'-1"1'-9 1/2"9'-9 1/2"4'-8 1/2"2'-0"2'-0 1/2"9'-3 1/2"2'-0"6'-0"2'-0"2'-0"4'-0 1/2"11'-1"11'-3"
22'-8"22'-4"6'-0"2'-0"2'-0"
6'-0"2'-0"3'-4"6'-0"2'-0"2'-0"2'-0"6'-0"3'-0"2'-4"
6'-0"2'-0"2'-0"2'-0"6'-0"2'-0"1'-4"
6'-0"2'-0"2'-0"2'-0"6'-0"2'-8"8'-1"5'-11"
64'-8"22'-4"19'-0 1/2"6'-5 1/2"75'-2 1/2"45'-0"2'-8"6'-0"2'-0"2'-0"5'-4"6'-0"2'-0"2'-0"2'-0"6'-0"5'-4"6'-0"2'-0"2'-0"2'-0"6'-0"3'-4"6'-0"2'-0"2'-0"2'-0"6'-0"1'-0"22'-8"18'-6"4'-10"6'-0"6'-0"11'-4"6'-0"6'-0"11'-4"6'-0"6'-0"9'-4"6'-0"6'-0"4'-10 1/2"1'-1 1/2"13'-8"
22'-8"22'-8"17'-8"24'-4"22'-4"22'-0"8'-1"5'-11"
145'-8"
10'-9 1/2"10'-9"7'-9 1/2"10'-8"
2'-2 1/2"
11'-7"6'-0"2'-0"2'-0"
3'-4"6'-0"2'-0"2'-0"2'-0"6'-0"2'-1"
R 4'-1"CANTILEVERED HVAC SHELF
C.I.P. CONCRETE SLAB
SLOPED TO DRAIN
WATERPROOFED
WITH BASF. Master Seal
Traffic 1500 system
H H
F F
E E
D D
C C
B B
A A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
G G
B.3 B.3
E.6 E.6
E.3 E.3
5.7
5.7
6.2
6.2
6.5
6.5
C8 C8
D2 D2
D4 D4
D7 D7
1A311
1A311
2A311
2A311
2A3122A312
opeR/O7'-10"
5'-2"
1
A312
1
A312
1A313
1
A313 R/O7'-10"
5'-2"
05
02
02
08
06
08
07
07
07
2'-10"13'-2 1/2"13'-3"2'-10"3'-10 1/2"9'-9 1/4"2'-3"1'-7 1/2"9 1/2"5'-2"3'-10"6'-9 1/2"10'-4"17'-5"
5'-6 1/2"5'-1"
5'-0 1/2"5'-2 1/2"
10'-1 1/2"3'-3"4'-0 1/2"10'-0"10'-0"10'-1 1/2"3'-3"4'-0 1/2"6'-0"6'-9"5'-10 1/2"01
06
03
09
03
11
11
03
10
3'-5 1/2"4'-4 1/2"2'-9 1/2"9'-2 1/2"7'-11"7'-11"4'-5 3/4"3'-5 1/2"2'-10 1/2"10'-3 1/2"9'-2 1/2"21'-1 1/4"
opeR/O7'-10"
5'-2"
SCALE: 1/8" = 1'-0"1 3RD FLOOR PLAN
SCALE: 1/4" = 1'-0"2 2ND FLOOR ENLRGD
SCALE: 1/4" = 1'-0"3 3RD FLOOR ENLRGD
ENLRGD
PLAN NOTES:
1. WALL ARE DIMENSIONED TO THE EDGES OF STUD WALLS, CMU WALL & COLUMNS, UNLESS
OTHERWISE INDICATED.
2. DOOR & WINDOW OPENINGS IN CMU WALLS ARE DIMENSIONED TO THE CLEAR OPENING EDGES OF
THE CMU WALL. CONTRACTOR TO CONFIRM ACTUAL CLEAR OPENINGS WITH WINDOW AND DOOR
MANUFACTURER
3. DOORS & WINDOWS IN METAL STUD WALS ARE DIMENSIONED TO THEIR CENTERLINE
4. DASHED LINED WALLS INDICATE FUTURE INTERIOR WALLS
5. LEAVE FURRRING ON CMU AND CONRETE FOR FINAL TENANT BUILDOUT WITH THE EXCEPTION OF
FINISHED BATHROOMS AND GROUND FLOOR ELEVATOR.
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
A306PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233ROOF PLANAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089SL
O
P
E
=
1/
4
:
1
2
SL
O
P
E
=
1/
4
:
1
2
SLOPE
= 1/4:12SLOPE = 1/4:12SLOPE = 1/4:12SLOPE = 1/4:12SL
O
P
E
=
1/
4
:
1
2 SLOPE = 1/4:12SLOPE = 1/4:12SLOPE = 1/4:12SLOPE = 1/4:12SLOPE = 1/4:12SL
O
P
E
=
1/
4
:
1
2SLOPE = 1/4:12SL
O
P
E
=
1/4
:
1
2
SL
O
P
E
=
1/4
:
1
2 SLOPE = 1/4:12SLOPE = 1/4:12SL
O
P
E
=
1/
4
:
1
2
SL
O
P
E
=
1/4
:
1
2SLOPE = 1/4:12SLOPE = 1/4:12SLOPE = 1/4:12
#DrgID
#LayID
3
A311
3A311
14'-10"33'-8"33'-0"34'-3"
34'-6"
34'-6"
34'-3"
34'-5"
34'-3"
34'-3"33'-10"34'-3"33'-10"
34'-3"34'-3"34'-3"34'-3"34'-3"34'-3"
34'-3"
33'-10 1/2"33'-10"34'-3"
TRELLIS SYSTEM
SCUPPER
SCUPPER SCUPPER
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN
DASHED LINE
INDICATES CONT.
GUTTER
DOWNSPOUT
SCUPPER
ROOFING OVER RIGID
INSULATION SLOPED TO
DRAIN ON 4" CONCRETE (SEE
STRUCTURAL)
PRE-FAB ROOF HATCH W/ CURB
SCUPPER
MODIFIED BITUMEN ROOFING OVER 3/4"
TONGUE AND GROOVE PLYWOOD DECKING
OVER SLOPED FRAMING
H H
F F
E E
D D
C C
B B
A A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
G G
B.3 B.3
E.6 E.6
E.3 E.3
5.7
5.7
6.2
6.2
6.5
6.5
C8 C8
D2 D2
D4 D4
D7 D7
34'-7 1/2"
1A311
1
A311
2A311
2
A311
2A3122A312
6
A306
1A3121A312
1
A313
1
A313
15'-8"
34'-3"33'-10"
34'-3"33'-10"33'-10"34'-3"34'-3"
34'-3"34'-3"34'-3"
34'-3"
33'-4 1/2"
34'-3"34'-3"34'-3"
34'-2"
34'-0"33'-11"
34'-1 1/2"
34'-4 1/2"
34'-3"
34'-11"
DN
2
A316
#toPZvalue11'-7"
FIXED AWNING BELOW
1/8"
SLOPE
1/8"
SLOPE
1/8"
SLOPE
#toPZvalue 21'-8"
21'-8 1/2"
21'-8 1/2"
DASHED LINE
INDICATES CONT.
GUTTER
DASHED LINE
INDICATES CONT.
GUTTER
DOWNSPOUT
DOWNSPOUT
C.I.P. CONCRETE SLAB
SLOPED TO DRAIN
WATERPROOFED
WITH BASF. Master Seal
Traffic 1500 system
1/8"
SLOPE
1/8"
SLOPE
1/8"
SLOPE
CLEAR OPENING4"
7-1/2"
12"
2-1/4"
HOLD OPEN ARMVINYL GRIP
COVER LINER
LOCKING UNITONE POINT
INSIDE PADLOCKPROVISION
OUTSIDE PADLOCK
PROVISION
VINYL GRIP
OUTSIDE HANDLE
COVER(TYPICAL)REINFORCING CHANNEL1" FIBERGLASSINSULATIONEXTRUDEDRUBBER GASKET
HEAVY DUTY HINGEw/ 3/8" PIVOT PIN
FRAME COVER
PRESSUREINTENSIFIER 1'-7 1/2"2'-11"MEMBRANE ROOFING
WRAPPED UP PARAPET
EFIS EXTERIOR FINISH
CONTINUOUS METAL CAP FLASHING
NAILER
C.I.P. CONCRETE (SEE
STRUCT)6" CANT STRIP
MEMBRANE ROOFING WRAPPED UP
PARAPET
CONT. ALUMINUM PARAPET COPING SYSTEM
(PAINT) OVER NAILER CUT FROM P.T. 2X10 W/
WATER-RESISTIVE BARRIER
MODIFIED BITUMEN ROOFING
OVER 3/4" TONGUE AND GROOVE
PLYWOOD DECKING OVER SLOPED
TJI (SEE STRUCT) @ 24" O.C.
SCALE: 1/8" = 1'-0"1 ROOF PLAN
SCALE: 1/8" = 1'-0"2 2ND TERRACE PLAN
SCALE: 1/8" = 1'-0"3 3RD TERRACE PLAN
SCALE: 1/2" = 1'-0"4 ROOF HATCH DETAIL
SCALE: 1" = 1'-0"6 TOWER PARAPET
SCALE: 1" = 1'-0"5 TYPICAL PARAPET DETAIL
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
A307PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233TRELLIS DETAILS,
PLANTER AND
ACCENT
GUARDRAIL
WALLAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 90892X8 COMPOSITE JOIST
6X8 HOLLOW METAL BEAM
8X8 HOLLOW METAL BEAM
8X8 HOLLOW METAL POST
STEEL CHANNEL CONNECTED POST
AND BEAM
STEEL CHANNEL CONNECTED POST AND SLAB
GUARD RAIL
STEEL ANLGE, THROUGH
BOLTED@ BEAM & ATTACHED TO
JOIST WITH ANCHOR SCREWS
STEEL ANLGE, THROUGH BOLTED@JOIST
1'-4"
8X8 HOLLOW METAL BEAM
8X8 HOLLOW METAL POST
STEEL CHANNEL CONNECTED POST
AND BEAM
STEEL CHANNEL CONNECTED POST
AND BEAM
GUARD RAIL
STEEL ANLGE, THROUGH
BOLTED@ BEAM & ATTACHED TO
JOIST WITH ANCHOR SCREWS
2X8 COMPOSITE JOIST
8"1'-4"8"
2'-8"
CMU WALL
EFIS FINISH
DRAIN
WATERPROOF MEMBRANE
CONCRETE CAP
FOLIAGE
14
13 3A3078'-4"7'-6 1/2"4'-6"2'-6"3'-5 1/2"5'-5"7'-4"
6" CEMENTITIOUS BOARDS
1/2" DENSGLASS
SHEATHING
WATERPROOF MEMBRANE,
WRAP TOP OF WALL
1x10 CEMENTITIOUS TRIM
5" METAL STUD WALL
CAST IN PLACE
REINFORCED CONCRETE
2X6 P.T. SILL EMBED INTO
CONCRETE
VYNIL GUTTER
CONT METAL FLASHING
CONTINUOUS WATERPROOF
MEMBRANE. OVERLAP FLAP INTO
GUTTER
WRAP 2X6 STUD IN WATERPROOF
MEMBRANE OR
SCALE: 1" = 1'-0"2 TRELLIS SECTION DETAIL
SCALE: 1" = 1'-0"1 ROOF TRELLIS DETAIL
SCALE: 1 1/2"= 1'-0"3 TERRACE PLANTER WALL DETAIL
SCALE: 1/2" = 1'-0"4 TERRACE PLANTER WALL PLAN
SCALE: 1 1/2"= 1'-0"5 GUARDRAIL WALL
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:53 pm, Nov 10, 2022
A308PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233REFLECTED
CEILING PLANSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089FL WWWW
FL
FL FLFLFF FF
F
WJ J J J
F
F
F10'-5"
FLOOR/CEILING ASSMBLY
Gypsum Board
10'-5"
FLOOR/CEILING ASSMBLY
Gypsum Board
OPEN TO STRUCT
10'-5 1/2"
DENSGLASS WITH STUCCO FINISH
9'-0"
FINSHED CEILING
Gypsum Board CCC
CC
C
C
C
C
C
C
C
C
CCCCCCCCCCCC
CCCCCCCCCCCCC
C
C
C
CC
FWWFFFFFA
A
A
AA9'-0"
FLOOR/CEILING ASSMBLY
Gypsum Board
9'-0"
FLOOR/CEILING ASSMBLY
Gypsum Board
EXPOSED TO STRUCT
EXPOSED TO STRUCT
EXPOSED TO STRUCT
8'-0"
Gypsum Greenboard
8'-0"
Gypsum Greenboard
S
S
S
S
S
S
S
S
C C
C C
C C
C C
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
C
C
C
C
C
C CCCCCCCCCCCCC C
C
C C
C
C
C
C C C C
C
C
C
C C C
F
WWFFFFF
10'-7"
FLOOR/CEILING ASSMBLY
Gypsum Board
10'-7"
FLOOR/CEILING ASSMBLY
Gypsum Board
10'-0 1/2"
WOOD SLAT
EXPOSED TO STRUCT
9'-0"
Gypsum Greenboard
9'-0"
Gypsum Board
C
C
C
C
C
C C
C
C
C C
C C
C C
C CCC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C C
C C
C C
C C
C C
C
C C
C
C
C
C C C C
C
C
C
C C C C
SCALE: 3/32" = 1'-0"1 1ST FLOOR RCP
SCALE: 3/32" = 1'-0"2 2ND FLOOR RCP
SCALE: 3/32" = 1'-0"3 3RD FLOOR RCP
PLAN NOTES:
1. CEILINGS ARE GYPBOARD AS PART OF FLOOR/CEILING ASSEMBLY UNLESS OTHERWISE NOTED.
2. LIGHT, J-BOXES AND CONDUIT TO BE SURFACE MOUNTED WHEN LOCATED ON CEILING THAT IS PART OF
RATED ASSEMBLY.
3. OTHER CEILING HEIGHTS NOTED ARE SUSPENDED CEILING BELOW RATED ASSEMBLY
4. SEE ELECTRICAL CEILING PLAN FOR LIGHTING FIXTURE LEGEND
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:54 pm, Nov 10, 2022
A309PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233ELEVATIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089#DrgID#LayID1ST FLOOR
±0"
2ND FLOOR
+11'-8"
3RD FLOOR
+21'-11"
LIMIT
+34'-11 33/64"
COMPOSITE MEMBER TRELLIS
PRE-FAB ALUMINUM
AWNING
42" METAL RAILING W/ WOOD
HANDRAIL
5" METAL STUD WALL W/
HORIZONTAL CEMENTITIOUS
SIDING
1" EIFS FINISH
1" EIFS FINISH
SHADE DEVICE
SCUPPER HEAD AND DOWNSPOUT
SCREEN AWNING
08
12 14 12 12 14 12 12 14 12 12 14
17 18 17 18 17
1718171817
1412121412121412121412
03 03 03 03 03 03 03 0301010101 08
SCREEN HVAC ENCLOSURE
HVAC SHELF
SCREEN HVAC ENCLOSURE
HVAC SHELF
GUTTER TO DOWNSPOUT
GUTTER TO DOWNSPOUT2A3045A3073A3041ST FLOOR
±0"
1ST FLOOR
±0"
2ND FLOOR
+11'-8"
2ND FLOOR
+11'-8"
3RD FLOOR
+21'-11"
3RD FLOOR
+21'-11"
LIMIT
+34'-11 33/64"
LIMIT
+34'-11 33/64"35'-0"FROM TOP OF FINISHED GRADECOMPOSITE MEMBER TRELLIS
PRE-FAB ALUMINUM
AWNING
42" METAL RAILING W/ WOOD
HANDRAIL
5" METAL STUD WALL W/
VERITICAL WOOD LOOK
CEMENTITIOUS SIDING
1" EIFS FINISH
1" EIFS FINISH
1212 14 06
0404 06
14 12 1314 14 13
04 04
03030303
01 03 01
0202
0101 01 01
15
FINISHED
GRADE
10.66' ABOVE
SEA LEVEL
GRADE
10.66' ABOVE
SEA LEVEL
SCALE: 3/16" = 1'-0"2 NORTH ELEVATION
SCALE: 3/16" = 1'-0"1 EAST ELEVATION
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:54 pm, Nov 10, 2022
A310PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233ELEVATIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 90891ST FLOOR
±0"
1ST FLOOR
±0"
2ND FLOOR
+11'-8"
2ND FLOOR
+11'-8"
3RD FLOOR
+21'-11"
3RD FLOOR
+21'-11"
LIMIT
+34'-11 33/64"
LIMIT
+34'-11 33/64"
1" EIFS FINISH
SCREEN AWNING
SCUPPER HEAD AND DOWNSPOUT
1412
12 14121412121412121412
12 14 12 12 14 12 12 14 12
SCREEN HVAC ENCLOSURE
HVAC SHELF
SCREEN HVAC ENCLOSURE
HVAC SHELF
GRADE
10.66' ABOVE
SEA LEVEL
GRADE
10.66' ABOVE
SEA LEVEL
WALL @ <6' FROM PROPERTY LINE448 sq ftX .25= 112 SQ FT OF WINDOWS96 SQ FT OF WINDOWS PROVIDED@ 32 SQ EACH
1ST FLOOR
±0"
2ND FLOOR
+11'-8"
3RD FLOOR
+21'-11"
LIMIT
+34'-11 33/64"
WALL RECESSED TO <3'-0" FROM PROPERTY LINE2,900 sq. ft x.15=435 sq. ft total windows @ 10 sq ft. per = 43 allowed40 provided
COMPOSITE MEMBER TRELLIS
PRE-FAB ALUMINUM
AWNING
42" METAL RAILING W/ WOOD
HANDRAIL
5" METAL STUD WALL W/
HORIZONTAL CEMENTITIOUS
SIDING
WOOD LOOK FINISH
1" EIFS FINISH SHADE DEVICE1" EIFS FINISH
16 16 16
16 16 16 16 16 16 16 16
1616161616141414
141414
03 03 03
08
ROOF ACCESS HATCH
ONLY PROTRUDES WHEN OPENED
CMU PLANTER W/ EVERGREEN SHRUB TBD
GRADE
10.66' ABOVE
SEA LEVEL
SCALE: 3/16" = 1'-0"1 WEST ELEVATION
SCALE: 3/16" = 1'-0"2 SOUTH ELEVATION
Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc."
By Toni Gindlesperger at 3:54 pm, Nov 10, 2022