42 EAST COAST DR PPRI21-0013 Pages 9-19 REV-1 -Structural 8-5-221
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AACB12X18CB8X24
CB12X18 CB8X18CB12X18CB12X24CB12X18CB12X18CB12X18CB12X18CB12X24 CB12X24
CB12X18
CB12X18CB12X18 CB12X18CB12X18 CB12X18
T/CONC.
21'-10"
T/CONC.
21'-4"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-10"
T/CONC.
21'-8"CB12X189
9
GG
CB12X24T/CONC.
21'-8"
A0A0
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
SCALE: 1/8" = 1'-0"1 THIRD FLOOR CONCRETE BEAM PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS3.1 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 322333RD. FLOOR
CON. BEAM PLAN1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
Digitally signed by Khaldoun Doukmak
Date: 2022.07.22 07:38:59-04'00'
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
1:52 pm, Apr 24, 2023
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5.7
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11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)
11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X106.5
6.5
D.4D.4
6.2
6.2
W10X26
W10X26
W10X22
W10X22
W10X22
W10X22 W10X39
W10X39
W10X39
W10X39 W10X26 W10X26
19/32" APA RATED EXPOSURE 1
SHEATHING. FASTEN TO JOISTS
WITH 10d NAILS AT 4" OC. PRE-MANUFACTORED TRELLIS BY OTHERSCB12X18CB12X18 CB12X18CC12X16
CC12X16 HSS8X8X5/16HSS8X8X5/16CC12X14CC12X14HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16HSS8X8X5/16CC12X14CC12X16CC12X14CC12X14HSS8X8X5/16HSS8X8X5/16CC12X16W10X26
W10X26
W10X26 W10X26 6" C.I.P SLAB
REINFORCED WITH #
5 BARS AT 6" O.C.
SHORT WAY AND #5
BAR AT 12" O.C.
LONG WAY. LOCATE
BARS 2" FROM
BOTTOMCC12X165
S8.0
10
S7.0
3
S8.0
4
S8.0
8
S8.0
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S8.0
1
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S7.0
10
S8.0
10
S8.0
2
S9.0
2
S9.0
8
S8.0
NOTE: AT STAIR SHAFT'S
EXTERIOR WALL, PROVIDE #5
BARS AT 8" O.C. AND FULLY
GROUT ALL CELLS
9
S7.0
4
S9.0
4
S9.0
4
S9.0
4
S9.0
12
S7.0
12
S7.0 12
S7.0
EM-1 EM-1 EM-1
EM-1
EM-1
EM-1
EM-1
EM-1 EM-1 EM-1
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S9.0
10
S8.0
AA
9
9
GGCC12X16
CB8X30[-5"] [-5"][-5"] [-5"]
[-5"] [-5"][-5"]
SEE NOTE 4 (TYPICAL)100' - 8 1/4"3' - 8 1/4"4' - 0"11' - 4"15' - 0"5' - 4"4' - 0"4' - 0"5' - 8"6' - 8"5' - 8"5' - 1"9' - 7"15' - 4"5' - 4"22' - 8"22' - 4"17' - 0"24' - 0"16' - 1"7' - 7"2' - 9"8' - 4 1/2"11' - 2 1/2"7' - 9"5' - 11"
45' - 0"100' - 8"CC12X16CC12 x 128" CMU WALL. SEE CMU
WALL SCHEDULE
8" CMU WALL. SEE CMU
WALL SCHEDULE
8" CMU WALL. SEE CMU
WALL SCHEDULE
4" THICK CONCRETE LID REINFORCED
WITH #4 BARS AT 12" O.C. EACH WAY
CENTERED IN SLAB. POUR
MONOLITHICALLY WITH BEAM
W8X28 HOIST
BEAM
2
S8.0
1
S8.0
(3) #4 AT OPENING EDGES
19/32" APA RATED EXPOSURE 1
SHEATHING. FASTEN TO JOISTS WITH
10d NAILS AT 4" OC. 11-7/8" TJI /PRO-210 JOISTS AT 24" O.C. (TYPICAL U.O.N)CB8X30
CB8X30CB8X30
3
S8.0
Sim CC12X16CC16X20EM-1
EM-1
EM-1
EM-1
SEE COLUMN DETAILS
2
S9.0
2
S9.0
A0A0
MAIN ROOF FRAMING NOTES
1. TOP OF STEEL = 34' 0-7/8" UNLESS NOTED OTHERWISE WITH [±]
2. WINDOWS AND DOORS ARE NOT SHOWN ON THESE DRAWINGS TO AVOID CONFLICT WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS
FOR WINDOW AND DOOR LOCATIONS AND SEE CMU LINTEL SCHEDULE FOR LINTEL SIZES.
3. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ANY OTHER DISCIPLINE'S DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
4. EM-1 INDICATES EMBEDDED PLATE. ALL STEEL BEAMS TO CMU WALLS AND CONCRETE COLUMNS TO HAVE AN EM-1.
5. CB-??X?? INDICATES CONCRETE BEAM WITH THE FIRST NUMBER BEING THE WIDTH AND THE SECOND THE DEPTH OF THE BEAM. SEE 15/S8.0 FOR
REINFORCING DETAILS.
6. CC"X" INDICATES CONCRETE COLUMN. SEE SHEET S6.0 FOR REINFORCING DETAILS.
COLUMN WIDTH DEPTH VERTICAL REINFORCING TIES
CC8X8 8"8" (4) #5 #3 @12" O.C.
CC8X16 8"16" (6) #6 #4 @12" O.C.
CC12X12 12" 12" (6) #6 #4 @12" O.C.
CC12X14 12" 14" (6) #6 #4 @12" O.C.
CC12X16 12" 16" (6) #7 #4 @12" O.C.
CC12X24 12" 16" (10) #7 #4 @12" O.C.
CC12X42 12" 42" (14) #7 #4 @12" O.C.
CONCRETE COLUMN REINFORCING TABLE
SEE 1/S1.3 FOR COLUMN REINFORCING DETAILS
CC14X14 SEE DETAIL (6) #8 #4 @12" O.C.
FLOOR LEVEL VERTICAL REINFORCING HORIZONTAL JOINT REINFORCING
FIRST #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
SECOND
THIRD
FOURTH
MASONRY WALL REINFORCING SCHEDULE
NOTES:
1. ALL HORIZONTAL LADDER REINFORCING TO BE HOT-DIP GALVANIZED.
2. SEE MASONRY LINTEL SCHEDULE ON S0.0 FOR LINTEL SIZES.
3. GROUT ALL REINFORCED CELLS SOLID.
#5 AT 16" O.C.
#5 AT 32" O.C.
#5 AT 32" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
9 GAGE LADDER REINFORCING AT 16" O.C.
STAIR &ELEV. SHAFTS #5 AT 16" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
EXTERIOR STAIR WALL #5 AT 8" O.C.9 GAGE LADDER REINFORCING AT 16" O.C.
WALL THICKNESS
8"
8"
8"
8"
8"
8"
SCALE: 1/8" = 1'-0"1 ROOF FRAMING PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS4.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233ROOF FRAMING
PLAN 1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
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B.3B.3
E.3E.3
C.8C.8
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D.4D.4
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CB8X30CB8X30 CB8X30CB8X30
CB12X18CB12X18CB12X18
33' - 9 5/8"
34' - 0 3/4"
33' - 11 1/4"
33' - 11 1/8"
33' - 9 5/8"34' - 8"
34' - 8"
34' - 8"
A0A0
SCALE: 1/8" = 1'-0"1 ROOF CONCRETE BEAM PLAN
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS5.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233ROOF CONC.
BEAM PLAN1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
W10X22 TO W10X30
W10X39 TO W10X60
SIMPSON ITS 1.81/11.88 HANGER.
FASTEN TO NAILER WITH (6)
0.148X1-1/2 NAILS AND TO JOIST WITH
(2) 0.148X1-1/2" NAILS
CONT. 2X10 NAILER. FASTEN TO STEEL BEAM
WITH 0.157" DIAMETER POWDER ACTUATED
FASTENERS AT 12" O.C. STAGGERED
STEEL BEAM
JOIST/ RAFTER. SEE FRAMING PLANS
FLOOR SHEATHING. SEE FRAMING PLANS
SIMPSON ITS 1.81/11.88 HANGER.
FASTEN TO NAILER WITH (6)
0.148X1-1/2 NAILS AND TO JOIST WITH
(2) 0.148X1-1/2" NAILS
CONT. 2X6 NAILER. FASTEN TO STEEL BEAM
WITH 0.157" DIAMETER POWDER ACTUATED
FASTENERS AT 12" O.C. STAGGERED
STEEL BEAM
JOIST/ RAFTER. SEE FRAMING PLANS
FLOOR SHEATHING. SEE FRAMING PLANS
3 1/4"3 1/4"1" GYPSUM
OVERLAY
1" GYPSUM
OVERLAY2' - 0"1' - 0"
SEE BEAM
REINFORCING DETAILS
F.F. =12'-4"
T.O.CMU
=10'-0"
T.O. TIE BM.
=11'-0 7/8"1' - 3 1/8"1' - 1 7/8"SIMPSON IUS1.81/11.88
HANGER (TYPICAL)
CONT. P.T. 2X8 NAILER.
FASTEN TO BEAM WITH
0.177"Ø POWDER ACTUATED
FASTENERS AT 12" O.C.
CAST-IN-PLACE
CONCRETE TIE BEAM
REINFORCED WITH (2) #5
BARS TOP AND BOTTOM
AND #3 TIES AT 18" O.C.
8" CMU WALL. SEE SCHEDULE FOR
REINFORCING
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
0.177"Ø POWDER ACTUATED
FASTENERS AT 12" O.C.
3/4" PLYWOOD X 18"
LONG STIFFENER ON
ONE SIDE OF WEB.
FASTEN JOIST TO NAILER
WITH (2) 12d TOENAILS
1-3/4X11-7/8" LSL BLOCKING
AT 24" O.C. FASTEN TO
NAILER WITH (4) 16d NAILS
FASTEN FLOOR SHEATHING TO
BLOCKING WITH (4) 12d NAILS
1' - 6"8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
CONT. 8" BOND BEAM WITH
(2) #5 BARS
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
FLOOR SHEATHING. SEE
FRAMING PLAN
FASTEN SHEATHING TO
LEDGER WITH 16d NAILS
AT 8" O.C.
1" GYPSUM
OVERLAY
8" CMU WALL. SEE FRAMING
PLANS FOR REINFORCING
STEEL BEAM. SEE
FRAMING PLAN
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
CONCRETE COLUMN.
SEE FRAMING PLANS
AND COLUMN
SCHEDULE
EMBEDDED PLATE EM-1.
SEE 11/S6.0 FOR EMBED
DETAILS
DOUBLE ANGLE CONNECTION
WITH 1"Ø A-325 BOLTS
1/4 3-SIDES
STEEL BEAM. SEE
FRAMING PLAN
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
DOUBLE ANGLE CONNECTION
WITH 1"Ø A-325 BOLTS
HSS COLUMN. SEE FRAMING PLANS
1" GYPSUM
OVERLAY
CONT. 16"X8"
CONCRETE TIE BEAM
WITH (2) #4 BARS TOP
& BOTTOM AND #3 TIES
AT 12" O.C.
CONT. P.T. 1-3/4X11-7/8 LSL LEDGER.
FASTEN TO TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
STAGGERED
ROOF SHEATHING. SEE
FRAMING PLAN
JOIST. SEE FRAMING PLAN
SIMPSON HU11 HANGER
8" CMU WALL. SEE PLAN FOR
REINFORCING
1" GYPSUM
OVERLAY
FLOOR/ ROOF JOIST.
SEE FRAMING PLANS
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
HSS BEAM. SEE FRAMING PLANS
CONT. 2X4 NAILER. FASTEN TO STEEL BEAM WITH 0.145"Ø
POWDER ACTUATED FASTENERS AT 24" O.C.
1" GYPSUM
OVERLAY AT
FLOOR ONLY
1' - 4"16" CONCRETE TIE BEAM
WITH (2) #5 TOP &
BOTTOM AND #3 TIES AT
18" O.C.
STEEL BEAM. SEE
FRAMING PLANS
FLOOR/ ROOF SHEATHING. SEE FRAMING PLANS
CONT. 2X4 NAILER
DOUBLE ANGLE CONNECTION
WITH 1"Ø A-325 BOLTS
EMBEDDED PLATE EM-1.
SEE EMBED DETAILS
1/4
1" GYPSUM OVERLAY
(AT FLOORS ONLY)
8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
1' - 0"1/4 3-SIDES
L4X4X3/8" ANGLE BOTH SIDES
(2) 1"Ø A325 BOLTS
EM-1
CONCRETE COLUMN
F.F. SEE PLAN
3 1/4"1"2"4"4"2"2"3"3"2"SEE FRAMING
PLANS FOR TOP OF
STEEL
1/2" THICK PLATE
(6) 1/2"Ø X5" LONG
HEADED STUDS1' - 0"10"
CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING
SIMPSON HU/11 HANGER
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
FLOOR JOIST. SEE FRAMING PLANS
P.T. 1-3/4X11-7/8 LSL RIM
BOARD. FASTEN TO WALL
WITH 1/2"X6" LONG SIMPSON
TITEN-HD AT 24" O.C.
STAGGERED
1" GYPSUM
OVERLAY
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
P.T. 2X6 LEDGER. FASTEN TO
CONCRETE WITH 0.177"Ø
POWDER ACTUATED
FASTENERS AT 24" O.C.
FLOOR/ ROOF JOIST.
SEE FRAMING PLANS
CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING
1" GYPSUM
OVERLAY
CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
FLOOR JOIST. SEE FRAMING PLANS
P.T. 1-3/4X11-7/8 LSL RIM BOARD. FASTEN TO
WALL WITH 1/2"X6" LONG SIMPSON TITEN-HD AT
24" O.C. STAGGERED
SIMPSON HU/11 HANGER
CONCRETE SLAB. SEE
FRAMING PLAN
@5 DOWELS AT 6" O.C.
12
24
MONOLITHIC POUR
1" GYPSUM
OVERLAY1"1' - 4"(2) #5 TOP & BOTTOM
SIMPSON HU11
HANGER
(TYPICAL)
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
SIMPSON TITEN-HD X6" LONG AT 16"
O.C. COORDINATE FASTENERS AS NOT
TO INTERFERE WITH JOISTS
1" GYPSUM
OVERLAY (AT
FLOORS ONLY)
8" CMU WALL. SEE
FRAMING PLANS FOR
REINFORCING
16" X8" CONT. C.I.P CONCRETE TIE
BEAM WITH (2) #5 BARS T&B AND
#3 STIRRUPS AT 12" O.C.
SCALE: 3/4" = 1'-0"2JOIST AT STEEL BEAM DETAIL
SCALE: 3/4" = 1'-0"1DETAIL AT SECOND FLOOR
SCALE: 3/4" = 1'-0"4JOIST TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"5STEEL BEAM TO CONC. COLUMN DETAIL
SCALE: 3/4" = 1'-0"6STEEL BEAM TO HSS COLUMN DETAIL
SCALE: 3/4" = 1'-0"7DETAIL AT ELEVATOR SHAFT
SCALE: 3/4" = 1'-0"8STEEL BEAM DETAIL
SCALE: 3/4" = 1'-0"9STEEL BEAM TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"10BEAM TO CONCRETE COL. DETAIL
SCALE: 1 1/2" = 1'-0"11EMBED DETAIL
SCALE: 3/4" = 1'-0"12JOIST TO CONC. BEAM
SCALE: 3/4" = 1'-0"13DETAIL
SCALE: 3/4" = 1'-0"14DETAIL
SCALE: 3/4" = 1'-0"3JOIST TO CMU WALL DETAIL
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS6.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
DETAILS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
SEE FRAMING PLAN FOR SLAB
REINFORCING
SEE ELEVATIONS FOR WALL
REINFORCING
CAST WALL AND SLAB
MONOLITHICALLY
#5 DOWELS AT 12" O.C.
24
24
1/2" THICK PLATE
(4) 1/2"Ø X6" LONG
HEADED STUDS
1 1/2"3"1 1/2"
6"1 1/2"3"1 1/2"6"EMBEDDED PLATE DETAIL
EMBEDDED PLATE FOR PRE-
ENGINEERED CANOPY. SEE
FRAMING ELEVATION FOR
LOCATIONS
CANOPY CONNECTION BY
OTHERS
CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING2' - 10"CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING
CONCRETE SLAB. SEE
FRAMING PLAN
@5 DOWELS AT 6" O.C.
12
24
MONOLITHIC POUR
F.F. =11'-8"
T.O.CMU
=9'-4"
T.O. TIE BM.
=10'-4 7/8"1' - 3 1/8"1' - 0 7/8"CONT. P.T. 2X8 NAILER.
FASTEN TO BEAM WITH
0.177"Ø POWDER
ACTUATED FASTENERS AT
12" O.C.
CAST-IN-PLACE
CONCRETE TIE BEAM
REINFORCED WITH (2) #5
BARS TOP AND BOTTOM
AND #3 TIES AT 18" O.C.
8" CMU WALL. SEE SCHEDULE FOR
REINFORCING
3/4" PLYWOOD X 18" LONG
STIFFENER ON ONE SIDE OF WEB.
FASTEN JOIST TO NAILER
WITH (2) 12d TOENAILS
1-3/4X11 7/8" LSL BLOCKING.
FASTEN TO NAILER WITH (4)
16d NAILS
FASTEN FLOOR SHEATHING TO
BLOCKING WITH (4) 12d NAILS
1" GYPSUM
OVERLAY
SEE BEAM REINFORCING DETAILS
SIMPSON IUS1.81/11.88
HANGER (TYPICAL)
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
0.177"Ø POWDER ACTUATED
FASTENERS AT 12" O.C.1' - 6"1" GYPSUM
OVERLAY
c
4"
8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
F.F. =12'-4"
T.O.CMU
=10'-0"
T.O. TIE BM.
=11'-0 7/8"1' - 3 1/8"1' - 0 7/8"CONT. P.T. 2X8 NAILER.
FASTEN TO BEAM WITH
0.177"Ø POWDER
ACTUATED FASTENERS AT
12" O.C.
CAST-IN-PLACE
CONCRETE TIE BEAM
REINFORCED WITH (2) #5
BARS TOP AND BOTTOM
AND #3 TIES AT 18" O.C.
FASTEN JOIST TO NAILER
WITH (2) 12d TOENAILS
1-3/4X11-7/8" LSL BLOCKING
AT 24" O.C. FASTEN TO
NAILER WITH (4) 16d NAILS
FASTEN FLOOR SHEATHING TO
BLOCKING WITH (4) 12d NAILS
8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
FLOOR SHEATHING. SEE
FRAMING PLAN
8" CMU WALL. SEE PLAN FOR REINFORCING
FASTEN SHEATHING TO
LEDGER WITH 16d NAILS
AT 8" O.C.
CONCRETE BEAM. SEE BEAM DETAILS
1" GYPSUM
OVERLAY
CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING
CONCRETE SLAB. SEE
FRAMING PLAN
@5 DOWELS AT 6" O.C.
12
24
MONOLITHIC POUR
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
FLOOR/ ROOF JOIST.
SEE FRAMING PLANS
P.T. 2X8 LEDGER. FASTEN TO
CONCRETE WITH 0.177"Ø
POWDER ACTUATED
FASTENERS AT 24" O.C.
8" CMU WALL. SEE PLAN FOR
REINFORCING
1' - 6"CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
8" CMU WALL. SEE PLAN FOR
REINFORCING
CONT. 2'-2"X8" CONCRETE TIE
BEAM WITH (2) #4 BARS TOPM
MIDDLE & BOTTOM AND #3 TIES
AT 12" O.C.
4" THICK CONCRETE LID
REINFORCED WITH #4 BARS AT 12"
O.C. EACH WAY CENTERED IN SLAB.
POUR MONOLITHICALLY WITH BEAM T.O. SLAB = 34'-10"
T.O. CMU = 32'-8"
7
CONCRETE BEAM.
SEE BEAM DETAILS
FOR REINFORCING
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
SIMPSON TITEN-HD X6" LONG AT 16" O.C.
COORDINATE FASTENERS AS NOT TO
INTERFERE WITH JOISTS
FASTEN SHEATHING TO NAILER
WITH 8d NAILS AT 12" O.C.
31' - 6 7/8"
T.O.W. 34'-8"
(2) #5 TOP & BOTTOMSIMPSON HU11 HANGER (TYPICAL)
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
SIMPSON TITEN-HD X6" LONG AT 16"
O.C. COORDINATE FASTENERS AS NOT
TO INTERFERE WITH JOISTS
16" X8" CONT. C.I.P CONCRETE TIE
BEAM WITH (2) #5 BARS T&B AND
#3 STIRRUPS AT 12" O.C.
#3 STIRRUPS AT 12" O.C.
T.O.CMU 33'-4"
P.T. NAILERS AS REQUIRED.
SEE ARCH. DRAWINGS FOR
PARAPET DETAIL
8" CMU WALL REINFORCED. SEE
FRAMING PLANS FOR REINFORCING
T.O. CMU 34'-8"
(2) #5 TOP & BOTTOM
CONT. BOND BEAM WITH (2) #5 BARS
#3 STIRRUPS AT 12" O.C.
T.O. TIE BEAM 34'-0"
STEEL BEAM. SEE
FRAMING PLANS
DOUBLE ANGLE CONNECTION
WITH 1"Ø A-325 BOLTS
1/4
CONT. 2X4 NAILER
8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
1' - 0"
CONTINUOUS (6)
#8 BARS
CB12X24
CONTINUOUS
(3) #81 1/2"1' - 9"1 1/2"1 1/2"
9"
1 1/2"
8"
CONTINUOUS (4) #6
BARS
CB8X24
CONTINUOUS (2) #6
#3 TIES AT
12" O.C.2' - 0"#3 TIES AT 12" O.C.2' - 0"2' - 0"1' - 0"
CONTINUOUS (6) #9
BARS
CB12X26
CONTINUOUS (3) #9
2"1' - 10"2"2"8"2"
#3 TIES AT 12" O.C.2' - 2"2' - 2"1' - 0"
CONTINUOUS (6) #8
BARS
CB12X18
CONTINUOUS (3) #8
1 1/2"1' - 3"1 1/2"1 1/2"9"1 1/2"
#3 TIES AT 12" O.C.1' - 6"1' - 6"8"
CONTINUOUS (4) #6
BARS
CB8X30
CONTINUOUS (2) #6
1 1/2"2' - 3"1 1/2"1 1/2"5"1 1/2"
#3 TIES AT 12" O.C.2' - 6"3"1 1/2"5"1 1/2"3"1 1/2"1' - 9"1 1/2"1' - 0"
CONTINUOUS (6)
#8 BARS
CB12X24 CANTILEVERED
CONTINUOUS
(6) #81 1/2"1' - 9"1 1/2"1 1/2"
9"
1 1/2"
#3 TIES AT
12" O.C.2' - 0"2' - 0"8"
CONTINUOUS (4) #6
BARSCB8X34
CONTINUOUS (2) #6
1 1/2"2' - 7"1 1/2"1 1/2"5"1 1/2"
#3 TIES AT 12" O.C.2' - 10"3"8"
CONTINUOUS (4) #6
BARSCB8X34-C
CONTINUOUS (6) #6
1 1/2"2' - 7"1 1/2"1 1/2"5"1 1/2"
#3 TIES AT 8" O.C.2' - 10"CONTINUOUS (2) #6
W10X22 TO W10X30
W10X39 TO W10X60
SIMPSON ITS 1.81/11.88 HANGER.
FASTEN TO NAILER WITH (6)
0.148X1-1/2 NAILS AND TO JOIST WITH
(2) 0.148X1-1/2" NAILS
CONT. 2X10 NAILER. FASTEN TO STEEL BEAM
WITH 0.157" DIAMETER POWDER ACTUATED
FASTENERS AT 12" O.C. STAGGERED
STEEL BEAM
ROOF RAFTER. SEE FRAMING PLAN
ROOF SHEATHING. SEE FRAMING PLAN
SIMPSON ITS 1.81/11.88 HANGER.
FASTEN TO NAILER WITH (6)
0.148X1-1/2 NAILS AND TO JOIST WITH
(2) 0.148X1-1/2" NAILS
CONT. 2X6 NAILER. FASTEN TO STEEL BEAM
WITH 0.157" DIAMETER POWDER ACTUATED
FASTENERS AT 12" O.C. STAGGERED
STEEL BEAM
JOIST/ RAFTER. SEE FRAMING PLANS
ROOF SHEATHING. SEE FRAMING PLAN
2 1/8"SCALE: 3/4" = 1'-0"1DETAIL AT 2ND. FLOOR
SCALE: 3/4" = 1'-0"2DETAIL
SCALE: 3/4" = 1'-0"3DETAIL AT CMU WALL
SCALE: 3/4" = 1'-0"4DETAIL AT SECOND FLOOR
SCALE: 3/4" = 1'-0"5DETAIL AT CMU WALL
SCALE: 3/4" = 1'-0"6EDGE DETAIL AT SECOND FLOOR
SCALE: 3/4" = 1'-0"7DETAIL
SCALE: 3/4" = 1'-0"9DETAIL AT ELEVATOR SHAFT
SCALE: 3/4" = 1'-0"10DETAIL
SCALE: 3/4" = 1'-0"11JOIST TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"12STEEL BEAM TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"8BEAM REINFORCING DETAILS
SCALE: 3/4" = 1'-0"13JOIST AT STEEL BEAM DETAIL
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS7.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
DETAILS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1
7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
CB8X30 SEE BEAM
REINFORCING DETAILS
MAIN ROOF SLAB.
SEE FRAMING PLAN
@5 DOWELS AT 6" O.C.
12
24
SEE FRAMING
PLAN
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
SEE ARCH. DRAWINGS FOR
PARAPET DETAIL
FASTEN SHEATHING TO
LEDGER WITH 16d NAILS AT
12" O.C.
34' - 8"
7
CONT. 1'-4"X8"
CONCRETE TIE BEAM
WITH (2) #4 BARS TOP
& BOTTOM AND #3 TIES
AT 12" O.C.
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
SIMPSON TITEN-HD X6" LONG AT 16" O.C.
COORDINATE FASTENERS AS NOT TO
INTERFERE WITH JOISTS
FASTEN SHEATHING TO NAILER
WITH 8d NAILS AT 12" O.C.
32' - 8"SIMPSON HU11 HANGER (TYPICAL)
8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
POUR BEAM AND SLAB
MONOLITHICALLY
CONCRETE BEAM. SEE PLAN
#5 BARS AT 6" O.C.
CONT. #5 BARS AT 12" O.C.
ADDITIONAL #6 BARS X7'-0"
LONG AT 6" O.C.
9
2' - 2"
ROOF SLAB. SEE
FRAMING PLAN
@5 DOWELS AT 6" O.C.
12
24
SEE BEAM
REINFORCING
DETAILS
9
8" CMU WALL. SEE PLAN FOR
REINFORCING
CONT. 8"X8"
CONCRETE TIE BEAM
WITH (2) #4 BARS TOP
& BOTTOM AND #3 TIES
AT 12" O.C.
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
ROOF SHEATHING. SEE
FRAMING PLAN
ROOF JOIST. SEE FRAMING PLAN
SIMPSON U210 HANGER
8" CMU WALL. SEE PLAN FOR
REINFORCING
MIN. 30" OVERLAPCONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
T.O.W. 34'-8"
(2) #5 TOP & BOTTOM
8" CMU WALL. SEE FRAMING PLANS
FOR REINFORCING
16" X8" CONT. C.I.P CONCRETE TIE
BEAM WITH (2) #5 BARS T&B AND
#3 STIRRUPS AT 12" O.C.
#3 STIRRUPS AT 12" O.C.
T.O.CMU 33'-4"
P.T. NAILERS AS REQUIRED.
SEE ARCH. DRAWINGS FOR
PARAPET DETAIL
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
ROOF JOIST. SEE FRAMING PLAN
SIMPSON U210 HANGER
8" CMU WALL. SEE PLAN FOR
REINFORCING
CONT. 2'-2"X8" CONCRETE TIE
BEAM WITH (2) #4 BARS TOPM
MIDDLE & BOTTOM AND #3 TIES
AT 12" O.C.4" THICK CONCRETE LID
REINFORCED WITH #4 BARS AT 12"
O.C. EACH WAY CENTERED IN SLAB.
POUR MONOLITHICALLY WITH BEAM T.O. SLAB = 34'-10"
T.O. CMU = 32'-8"
HOIST BEAM
3/8" CLIP ANGLE. FASTEN
TO TIE BEAM WITH (2) 3/4"X6"
SIMPSON TITEN HD
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
ROOF JOIST. SEE FRAMING PLAN
SIMPSON U210 HANGER
8" CMU WALL. SEE PLAN FOR
REINFORCING
CONT. 2'-2"X8" CONCRETE TIE
BEAM WITH (2) #4 BARS TOPM
MIDDLE & BOTTOM AND #3 TIES
AT 12" O.C.
4" THICK CONCRETE LID
REINFORCED WITH #4 BARS AT 12"
O.C. EACH WAY CENTERED IN SLAB.
POUR MONOLITHICALLY WITH BEAM T.O. SLAB = 34'-10"
T.O. CMU = 32'-8"
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
ROOF JOIST. SEE FRAMING PLAN
SIMPSON U210 HANGER
8" CMU WALL. SEE PLAN FOR
REINFORCING
CONT. 2'-2"X8" CONCRETE TIE
BEAM WITH (2) #4 BARS TOPM
MIDDLE & BOTTOM AND #3 TIES
AT 12" O.C.
4" THICK CONCRETE LID
REINFORCED WITH #4 BARS AT 12"
O.C. EACH WAY CENTERED IN SLAB.
POUR MONOLITHICALLY WITH BEAM T.O. SLAB = 34'-10"
T.O. CMU = 32'-8"
8" CMU WALL. SEE PLAN FOR
REINFORCING
CONT. 8"X8" CONCRETE TIE BEAM WITH (2) #4
BARS TOP & BOTTOM AND #3 TIES AT 12" O.C.
CONT. P.T. 2X8 LEDGER. FASTEN TO
TIE BEAM WITH 1/2"X5" LONG
SIMPSON TITEN-HD AT 12" O.C.
ROOF OR FLOOR
SHEATHING. SEE
FRAMING PLAN
8" CMU WALL. SEE PLAN FOR REINFORCING
1" GYPSUM
OVERLAY
(AT FLOORS
ONLY)
(1) #5 BAR EACH
SIDE OF OPENING
UP TO 3' - 4"
GREATER THAN 3'-4"
(2) #5 BARS EACH
SIDE OF OPENING
(1) VERTICAL BAR IN
EACH OF THREE
CORNER CELLS-
GROUT CELLS SOLID
9 GA. LADDER JOINT
REINFORCING- OVERLAP AT
CORNERS
(1) VERTICAL
BAR IN EACH OF
THREE CORNER
CELLS- GROUT
CELLS SOLID
9 GA. LADDER JOINT
REINFORCING- OVERLAP
AT INTERSECTION
AT CORNERS AT INTERSECTIONS
AT CONTROL JOINTS
INTERRUPT HORIZONTAL
REINFORCEMENT AT
CONTROL JOINT
(1) #5 BAR VERTICAL EACH SIDE OF
CONTROL JOINT
BACKER ROD
PRE-FORMED GASKET
SIMPSON HU11
HANGER
(TYPICAL)
CONT. P.T. 1-3/4X11-7/8 LSL RIMBOARD
FASTENED TO CONCRETE WITH (2)
SIMPSON TITEN-HD X6" LONG AT 16"
O.C. COORDINATE FASTENERS AS NOT
TO INTERFERE WITH JOISTS
1" GYPSUM
OVERLAY (AT
FLOORS ONLY)TYPICAL WALL REINFORCING
INTO BEAM
8" CMU WALL. SEE FRAMING
PLANS FOR REINFORCING
CONCRETE BEAM. SEE BEAM
DETAILS FOR REINFORCING
CONCRETE SLAB. SEE
FRAMING PLAN
@5 DOWELS AT 6" O.C.
12
24
MONOLITHIC POUR
SEE PLAN
SCALE: 3/4" = 1'-0"5ROOF DETAIL
SCALE: 3/4" = 1'-0"3DETAIL
SCALE: 3/4" = 1'-0"6DETAIL AT CANTILEVERED SLAB
SCALE: 3/4" = 1'-0"4MAIN ROOF EDGE DETAIL
SCALE: 3/4" = 1'-0"7DETAIL AT ELEVATOR SHAFT
SCALE: 3/4" = 1'-0"10JOIST TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"1HOIST BEAM DETAIL
SCALE: 3/4" = 1'-0"2ROOF FRAMING DETAIL
SCALE: 3/4" = 1'-0"8DETAIL AT ELEV. & STAIR ROOF
SCALE: 3/4" = 1'-0"9JOIST TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"11CMU OPENING REINFORCING DETAILS
SCALE: 3/4" = 1'-0"12CMU REINFORCING DETAILS
SCALE: 3/4" = 1'-0"13JOIST TO CMU WALL DETAIL
SCALE: 3/4" = 1'-0"14DETAIL
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS8.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
DETAILS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
STEEL BEAM. SEE
FRAMING PLAN
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
CONCRETE COLUMN.
SEE FRAMING PLANS
AND COLUMN
SCHEDULE
EMBEDDED PLATE EM-1.
SEE 11/S6.0 FOR EMBED
DETAILS
DOUBLE ANGLE CONNECTION
WITH 1"Ø A-325 BOLTS
1/4 3-SIDES
ROOF JOIST. SEE
FRAMING PLAN
ROOF SHEATHING. SEE
FRAMING PLAN.
HSS BEAM. SEE FRAMING PLANS
CONT. 2X4 NAILER. FASTEN TO STEEL BEAM WITH 0.145"Ø
POWDER ACTUATED FASTENERS AT 24" O.C.
STEEL BEAM. SEE
FRAMING PLAN
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
CONCRETE COLUMN.
SEE FRAMING PLANS
AND COLUMN
SCHEDULE
EMBEDDED PLATE EM-1.
SEE 11/S6.0 FOR EMBED
DETAILS DOUBLE ANGLE CONNECTION
WITH 1"Ø A-325 BOLTS
1/4 3-SIDES
P.T. 2X8 NAILER. FASTEN TO
COLUMN WITH MIN. (2) 0.145"
POWDER ACTUATED
FASTENERS
3
S9.0
1' - 0"1/4 3-SIDES
L4X4X3/8" ANGLE BOTH SIDES
(2) 1"Ø A325 BOLTS
EM-1
CONCRETE COLUMN
FLOOR/ ROOF
SHEATHING. SEE
FRAMING PLANS
P.T. 2X8 NAILER. FASTEN TO
COLUMN WITH MIN. (2) 0.145"
POWDER ACTUATED
FASTENERS
CONTINUE
VERTICAL COLUMN
REINFORCING INTO
BEAM
4' - 0"ADDITIONAL #6 BAR.
EXTEND INTO BEAM AS
SHOWN
(3) #6 BENT BARS
36"
36"
SEE BEAM REINFORCING DETAIL
CANT. BEAM.
(2) #5 BENT BARS EACH SIDE
36
36
CONCRETE COLUMN. SEE
FRAMING PLANS AND
SCHEDULE
CONCRETE BEAM. SEE
FRAMING PLANS AND
SCHEDULE
(2) #5 BENT
BARS EACH
SIDE
36
36
CONCRETE COLUMN.
SEE FRAMING PLANS
AND SCHEDULE
CONCRETE BEAM. SEE
FRAMING PLANS AND
SCHEDULE
4' - 0"OVERLAP UPPER COLUMN
REINFORCING MIN. 4'-0"
(2) #5 BENT
BARS EACH
SIDE
36
36
CONCRETE COLUMN.
SEE FRAMING PLANS
AND SCHEDULE
CONCRETE BEAM.
SEE FRAMING
PLANS AND
SCHEDULE
4' - 0"OVERLAP UPPER COLUMN
REINFORCING MIN. 4'-0"
OVERLAP
4' - 0"
OVERLAP
4' - 0"
SCALE: 3/4" = 1'-0"1STEEL BEAM TO CONC. COLUMN AT FLOOR
SCALE: 3/4" = 1'-0"4STEEL BEAM DETAIL AT ROOF
SCALE: 3/4" = 1'-0"2STEEL BEAM TO CONC. COLUMN AT ROOF
SCALE: 3/4" = 1'-0"3BEAM TO CONCRETE COL. DETAIL
SCALE: 3/4" = 1'-0"5CONCRETE FRAMING DETAIL
SCALE: 3/4" = 1'-0"6CONCRETE BEAM TO COLUMN DETAIL
SCALE: 3/4" = 1'-0"7CONCRETE BEAM/ COLUMN DETAIL
SCALE: 3/4" = 1'-0"8CONCRETE BEAM/ COLUMN DETAIL
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS9.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
DETAILS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3RD. FLOOR
21' -11"
12
3
CB12X24CC12X16
CC12X16CC12X16CB12X24
CC12X169' - 7"9' - 7"CONTROL JOINTTIE BEAM
TIE BEAM
REINFORCE AND GROUT
ALL CELLS SOLID WHEN
DISTANCE BETWEEN
WINDOWS IS LESS THAN
4'-0" (TYPICAL)
22' - 0"T.O. BEAM = 3
S6.0
4
S7.0
11
S7.0
34' - 8"
CMU LINTEL (TYPICAL)
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3RD. FLOOR
21' -11"
1 2
3 4 5 6
7 8
MAIN ROOF
34' -3"CC12X16CC12X16CC12X16CC12X16CB12X18
CB12X18
CB12X18
CB12X24
CC14X14CC14X14CB12X24 CANTILEVERED CB12X24 CB12X24CONTROL JOINTCONTROL JOINTCONTROL JOINTCONTROL JOINTCONTROL JOINTCONTROL JOINT41' - 2"22' - 10"24' - 0"21' - 8"22' - 4"7' - 9"
REINFORCE AND
GROUT ALL CELLS
SOLID WHEN
DISTANCE BETWEEN
WINDOWS IS LESS
THAN 4'-0" (TYPICAL)
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3RD. FLOOR
21' -11"
B B.3 C.8
6
S8.0
4
S8.0
4' - 4"10' - 1 1/2"4' - 4"
2' - 5 1/4"4' - 4"11' - 3"4' - 4"
G
CC12X16CC12X16T/CONC.
10'-11 1/4"
CB12X26
CB12X24 CB12X18 CB12X18
CB12X18
CB12X18
CB12X18
CC12X24CC12X422' - 0"11' - 5"3' - 6"11' - 5"2' - 0"31' - 0"2' - 0"11' - 5"3' - 6"CC12X24CC12X42CC12X24CC12X16CC12X16T/CONC.
21'-8"CC12X16CC12X16CC12X168' - 9 1/4"
1
S7.0
1
S7.0
1
S7.0
1
S7.0
19' - 7 3/4"
CB12X18
S9.0
5
S9.0
5
SIM.
EMBEDDED PLATE FOR PRE-
ENGINEERED CANOPY. SEE
FRAMING ELEVATION FOR
LOCATIONS
CB8X34
CB8X34-C
CB8X34CB8X34CB8X34
8' - 1 1/4"
8' - 1 1/4"8' - 1 1/4"8' - 1 1/4"
NOTES:
1. SEE COLUMN REINFORCING SCHEDULE FOR ALL COLUMN
REINFORCING.
2. SEE 15/S8.0 FOR BEAM REINFORCING DETAILS.
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING.
4. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. SEE CMU
WALL REINFORCING SCHEDULE.
5. CMU WALL DOWELS INTO CONCRETE BEAMS AND TIE BEAM ARE
NOT SHOWN FOR CLARITY. SEE FRAMING DETAILS.
6. SEE ARCHITECTURAL DRAWINGS FOR WINDOW AND DOOR
LOCATIONS AND DIMENSIONS.
SCALE: 3/16" = 1'-0"1 FRAMING ELEVATION ON LINE C
SCALE: 3/16" = 1'-0"3 FRAMING ELEVATION ON LINE A
SCALE: 3/16" = 1'-0"2 ELEVATION AT LINE 9
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS10.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
ELEVATIONS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1
1
7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
B C
D E F H
B.3
E.3C.8
10
S7.0
3
S8.0
A
G
REINFORCE AND GROUT
ALL CELLS SOLID WHEN
DISTANCE BETWEEN
WINDOWS IS LESS THAN
4'-0" (TYPICAL)
CB12X18
CB12X24
CB12X24
CB12X24
CB12X24 CB12X18 CB12X18
CB12X24CB12X24CB12X24
CB8X30
CC12 x 12CC12X16CC12X16CC12X16CC12X14CC12X16CC12X16CC12X16CC12X16CC12X14CC12X16CB12X18
34' - 0 7/8"
21' - 10"
34' - 8"
34' - 0 3/4"CC12X16CC16X20A0
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3RD. FLOOR
21' -11"
3456
7
5.76.5 6.2
CB12X24 CB12X24 CB12X24 CB12X24
CC12X16CC12X16CC12X16CC12X16CC12 x 12REINFORCE AND
GROUT ALL CELLS
SOLID WHEN
DISTANCE BETWEEN
WINDOWS IS LESS
THAN 4'-0" (TYPICAL)
PARAPET
34' -8"CONTROL JOINTCONTROL JOINTCONTROL JOINT34' - 8"16" TIE BEAM
16" TIE BEAM
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3RD. FLOOR
21' -11"
78
MAIN ROOF
34' -3"
9
6" CONCRETE SLAB.
SEE PLANS
CURVED CMU WALL
NOTES:
1. SEE COLUMN REINFORCING SCHEDULE FOR ALL COLUMN
REINFORCING.
2. SEE 15/S8.0 FOR BEAM REINFORCING DETAILS.
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING.
4. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. SEE CMU
WALL REINFORCING SCHEDULE.
5. CMU WALL DOWELS INTO CONCRETE BEAMS AND TIE BEAM ARE
NOT SHOWN FOR CLARITY. SEE FRAMING DETAILS.
6. SEE ARCHITECTURAL DRAWINGS FOR WINDOW AND DOOR
LOCATIONS AND DIMENSIONS.
SCALE: 1/4" = 1'-0"4 FRAMING ELEVATION ON LINE 7
SCALE: 3/16" = 1'-0"5 FRAMING ELEVATION ON LINE H
SCALE: 3/16" = 1'-0"6 FRAMING ELEVATION ON LINE C.8
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS11.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
ELEVATIONS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:00 am, Aug 05, 2022
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
76.5
9
8" CMU WALL
CC12X24
8" CONCRETE WALL, SEE 2/S11.0
11' - 1"11 1/2"NOTCH FOR CB12X18 BEAM10' - 11 1/2"
7' - 4"2' - 0"4' - 0"
8"
4' - 0"
8"
4' - 0"
1' - 2 1/2"8' - 0"8" THICK C.I.P. WALL
(4) #7 BARS AT CORNERS WITH #3 STIRRUPS AT 8" O.C.
REINFORCE WALL ABOVE
OPENINGS W/ #6 BARS AT
12" O.C. EACH FACE AND @3
TIES AT 12" O.C.
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3RD. FLOOR
21' -11"
C D E F HG
REINFORCE AND
GROUT ALL CELLS
SOLID WHEN
DISTANCE BETWEEN
WINDOWS IS LESS
THAN 4'-0" (TYPICAL)
CB8X24 CB8X24 CB8X24 CB8X24
CC12X16CC12X16CC12X16CC12X16CC12X16CC12 x 12BRG.
1' - 4"
16" CMU PILASTER
REINFORCED W/ (2) #5
BARS AND GROUTED
SOLID
S9.0
6 S9.0
6S9.0
7
S9.0
8
S9.0
8
S1.1
7
NOTES:
1. SEE COLUMN REINFORCING SCHEDULE FOR ALL COLUMN
REINFORCING.
2. SEE 15/S8.0 FOR BEAM REINFORCING DETAILS.
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING.
4. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. SEE CMU
WALL REINFORCING SCHEDULE.
5. CMU WALL DOWELS INTO CONCRETE BEAMS AND TIE BEAM ARE
NOT SHOWN FOR CLARITY. SEE FRAMING DETAILS.
6. SEE ARCHITECTURAL DRAWINGS FOR WINDOW AND DOOR
LOCATIONS AND DIMENSIONS.
GROUND FLOOR
0' -0"
2ND. FLOOR
11' -8"
3 4 5 6 7 85.7 6.56.2 9
TIE BEAM
CONTROL JOINTCONTROL JOINTCONTROL JOINT4"
5' - 9"
CC12X24CC12X24
11' - 7"
PROVIDE GAP BETWEEN
TOP OF CMU AND
UNDERSIDE OF BEAM TO
PRVENT BEARING
CB12X24
CB8X34-C CB8X34
CANTILEVER
3' - 7"
SCALE: 3/16" = 1'-0"8 FRAMING ELEVATION ON LINE B
SCALE: 3/16" = 1'-0"7 ELEVATION ON LINE 3
SCALE: 1/4" = 1'-0"9 ELEVATION AT LINE G
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS12.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
ELEVATIONS1-20-2022 CONSTRUCTION ISSUE4-22-2021 PERMIT ISSUE
1 7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:01 am, Aug 05, 2022
1:53 pm, Apr 24, 2023
CB8X34
CB 8X34-C
CB8X34
CC12X42
CC12X24
CB12 X18
CB8 x 10CC12X16CC14X14
CANTILEVERED BEAM
CC12X24
THICKENED SLAB EDGE
CB8X34-C
CANTILEVERED
CB8X34
CB8X10
CONCRETE COLUMN ABOVE
#6 CORNER DOWELS
2'-6"
2'-6"
#6 CORNER DOWELS
2'-6"
2'-6"45.00°SCALE:1 PARTIAL 3-D VIEW
LAYOUT NAME DATE x; 2600 BELLFORD ROAD JACKSONVILLE, FL 32216Tel: (904)371-2790 Email: john@zona-associates.com AR: 9080Distinctive Architecture, Planning & DesignISSUE/REVISIONAHEARN MIXED USE BUILDINGS13.0 42 EAST COAST DR-ATLANTIC BEACH, FLORIDA 32233FRAMING
ELEVATIONS
SCALE: 1 1/2" = 1'-0"2 REINFORCING DETAIL AT CANTILEVERED BEAM
NEW SHEET
1 7-12-2022 REV- 1 (GENERAL REVISIONS
Jurisdiction: Atlantic Beach
Reviewed for Code Compliance
Frederick “Art” Barthlow
BU1701/PX1155
07/21/2022 "Codes-ABC, Inc. hereby certifies that these plans are in compliancewith applicable codes, and have not been changed, altered, or modified
by Codes-ABC, Inc."
By Toni Gindlesperger at 11:01 am, Aug 05, 2022