2446 Seminole Rd RESO21-0022 Revision
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
This item has been electronically signed and sealed
by Harold W Coffield,PE on using a
Digital Signature.
Printed copies of this document are not considered
signed and sealed and the signature must be
verified on any electronic copies.
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
2020 Florida Building Code,
Category 1
Top View Right ViewLeft View
Front View
46' 0"
10' 6"25' 0"10' 6"
46' 0"
7' 0"7' 0"8' 0"8' 0"8' 0"8' 0"
3' 0"10' 0"
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16' 0"
3' 0"10' 0"
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Hedberg Residence
2446 Seminole Road
Atlantic Beach, FL 32233
Builder: Impact Enclosures
Exposure: C
Wind Zone: 120 mph
Existing Footer
2x5 TYP2x5 TYP
1x
2
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2x
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2x
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2x
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1x2
3x33x3
3x
3
3x
31/8" S.S. Cable TYP3x
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2x10 TYP
1x2 TYP
2x5 TYP
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2x2 Purlins TYP2x32x32x
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DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
8/5/2021
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
CONTINUOUS CANT BEAD OF
COMPATIBLE SEALANTEXIST
I
N
G
RAFTE
ROR TR
U
S
S
2X2X1/5’’ CONTINOUS
ANGLE TOP AND BOTTOM
#10x3/4’ SMS @ 6” O.C. TOP
AND BOTTOM
1/4” LAG BOLT TOP AND BOTTOM
THROUGH RECEIVING CHANNEL
@12” O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME1 2
2” NOMINAL STRUCTURAL
FASCIA MIN.
CONTINUOUS CANT
BEAD OF COMPATIBLE
SEALANT
#10X3/4” SMS
@ 12” O.C. TOP
ROOF PANEL ATTACHMENT - WOOD FRAME 3 ROOF PANEL JOINT
SEAL JOINT W/ COMPATIBLE SEALANT
4
1/4” LAG BOLTS @ 12” O.C. W/ 1 1/2” MIN.
WASHER DIAMETER, 1” MIN. LONGER THAN
PANEL THICKNESS.
POST
TOP PLATE
FASTEN MIN. 2”X2”X1/8” ALUMINUM
ANGLE W/ (3)#10x1 SMS TO TOP PLATE
ON EACH SIDE OF POST.
CARRIER BEAM & SUPER GUTTER CONNECTION
DETAIL SHEET 1
5
6
GUTTER & SMB ATTACHMENT (2X8 & LARGER)
PURLIN ATTACHMENT (2X8 & LARGER)
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8TH RECEIVING CHANNEL W/
(5)#14 X 3/4 INTO GUTTER & INTO
BEAM WITH 1 LESS THAN BEAM SIZE
PER SIDE
SMB
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10 X 2”
EACH SIDE
(1)#10 X 2” SMS SCREW @ 24”
O.C. ENTIRE LENGTH OF GUTTER
MIN. 2X6 NOM.
STRUCTURAL FACIA
BEAM
PURLIN
PURLIN IS ATTACHED TO
GUTTER / FASCIA & BEAM W/
1”X2” INTERNAL CLIP OR
EXTERNAL C-CHANNEL
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10 X 2”
EACH SIDE
MIN. 2X6 NOM.
STRUCTURAL FACIA
2” NOMINAL STRUCTURAL
FASCIA MIN
1/4”X3 LAG BOLT
THROUGH RECEIVING
CHANNEL @ 12” O.C.
3” RECEIVING CHANNEL
(1)#10 X 2” SMS SCREW @ 24”
O.C. ENTIRE LENGTH OF GUTTER
EXIS
T
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OR T
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2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
TYPICAL INTERNAL/EXTERNAL GUSSET (2X8 & LARGER)GUTTER & SMB ATTACHMENT (2X7 SMB & SMALLER)
PURLIN ATTACHMENT (2X7 SMB & SMALLER)
DETAIL SHEET 2
TYPICAL INTERNAL/EXTERNAL GUSSET (2X7 SMB & SMALLER)
PURLIN DETAIL OPTIONS
7
12” LONG X 3/18” THICK ALUMINUM
INTERNAL OR EXTERNAL GUSSET
EACH SIDE. WIDTH TO MATCH BEAM
PURLINS ATTACHED TO BEAM W/
(4) #10 X 3/4” SELF TAPPING
SCREWS
(16) #14 X 3/4” SMS EACH
LEG OF GUSSET (32 SMS TOTAL)
#14 X 3/4” SELF MATTING SCREWS @ 6” FROM ENDS.
24” O.C.
8
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8” RECEIVING CHANNEL WITH (5)
#10X1” INTO GUTTER & INTO BEAM WITH
1 LESS THAN BEAM SIZE PER SIDE
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10 X 2”
EACH SIDE
(1) #10 X 2” SMS SCREW
@ 24” O.C. ENTIRE LENGTH
OF GUTTER
MIN. 2X6 NOM.
STRUCTURAL FACIA
9 10
PURLIN DETAIL OPTIONS1112
PURLINS ATTACHED TO BEAM W/ (4)
#10 X 1” SELF TAPPING SCREWS.
(10) #10X1” SMS EACH LEG OF
GUSSET (20 SMS TOTAL)
#10 X 1-1/4” SELF MATING SCREWS @ 6”
FROM ENDS. 24”” O.C.
12” LONG X 3/16” THICK ALUMINUM
INTERNAL OR EXTERNAL GUSSET
EACH SIDE. WIDTH TO MATCH BEAM
BEAM
PURLIN
PURLIN IS ATTACHED TO
GUTTER/FASCIA & BEAM W/
1”X2” INTERNAL CLIP OR
EXTERNAL C-CHANNEL
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10X2”
EACH SIDE
(1) #10X2” SMS SCREW
@ 24” O.C. ENTIRE LENGTH
OF GUTTER
MIN. 2X6 NOM.
STRUCTURAL FACIA
BEAM
PURLIN
TOP PLATE
2X2X1/8 ANGLE
ATTACHED TO
COLUMN & BEAM
W/ (3) #10X1”
PER SIDE.
COLUMN
PURLIN IS ATTACHED
TO TOP PLATE / BEAM
W/ 1”X2” INTERNAL
CLIP OR EXTERNAL
C-CHANNEL FASTEN
W/ (4) #10X3/4”
PURLIN IS ATTACHED
TO TOP PLATE / BEAM
W/ 1”X2” INTERNAL
CLIP OR EXTERNAL
C-CHANNEL FASTEN
W/ (4) #10X3/4”
(3) #10X3/4” FROM
U-CHANNEL TO TOP
PLATE
PURLIN
BEAM
(3) #10X3/4”
ATTACHES
U-CHANNEL
TO POST ON
EACH SIDE
COLUMN
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
SMB COLUMN CONNECTION OPTIONS SMB COLUMN CONNECTION OPTIONS CABLE CONNECTIONS AT CORNER
PURLIN CHAIR & RAIL
CONNECTION OPTIONS
DETAIL SHEET 3
19 BOTTOM PLATE & COLUMN ATTACHMENT
13 14
SELF MATING BEAM
TOP PLATE
U-CHANNEL
ATTACHED TO
COLUMN W/ (3)
#10X1” PER SIDE
AND (3) #10X1”
INTO TOP PLATE COLUMN
#10X3/4” INTO COLUMN
& BEAM W/ (1) LESS THAN
BEAM SIZE PER SIDE
#10X3/4” INTO
COLUMN & BEAM
W/ (1) LESS
THAN BEAM SIZE
PER SIDE
SELF MATING BEAM(4) #10X2” SCREWED
THROUGH BEAM,
POST, & TOP PLATE
COLUMN
(9) #10X3/4” SMS
7”X7” X 1/8” MIN ANGLE
BRACKET ON 45° ANGLE
5/16” EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
& DOUBLE COMPRESSION
SLEEVE.
COLUMN
15
PURLIN CHAIR & RAIL
CONNECTION OPTIONS
PURLIN & CHAIR RAIL IS
ATTACHED TO BEAM W/
INTERNAL CLIP W/ (1)
#10X3/4” TOP & BOTTOM &
W/ (2) #10x3/4” TO BEAM
PURLIN & CHAIR RAIL IS
ATTACHED TO BEAM W/
INTERNAL CLIP W/ (1)
#10X3/4” TOP & BOTTOM &
W/ (2) #10x3/4” TO BEAM
16 17 18 SELF MATING UPRIGHT COULMN
2” MIN
FOUNDATION
SCREWD THROUGH ANGLE TO
COLUMN W/ (3) #10X1” SELF
MATING SCREW ON EACH SIDE.
1X2
BOTTOM PLATE
FASTEN MIN. 2”X2”X1/8” ALUMINUM
ANGLE TO SLAB W/ (2) 1/4” TAPCONS
ON EACH SIDE OF COLUMN. (MIN.
TAPCON EMBEDMENT INTO SLAB -2”)
1X2 BOTTOM PLATE
FOUNDATION
COLUMN 2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
S.S. CABLE ATTACHMENT
RISER / KNEE WALL CONNECTION
DETAIL SHEET 4
20
23
3” A.S.T.M. A-36 STEEL CLIP
W/ (2)2”X1/4” TAPCONS
1/8” S.S. CABLE W/ DOUBLE NUTS &
DOUBLE COMPRESSION SLEEVES
45° DEGREE ANGLE 2”X2” HEAVY WALL ANGLE
ATTACHED TO GUTTER W/
(4) #10X3/4 “ SCREWS
ON EACH SIDE OF COLUMN
GUTTER STRAP ATTACHED TO
GUTTER W/ (2) #10X2” INTO
BACK OF GUTTER THRU
FASICA & W/ (2) #10X3/4”
INTO FRONT OF GUTTER
COLUMN ATTACHED
TO HEAVY ANGLE W/
(1) LESS #10X3/4”
THAN SIZE OF
COLUMN ON EACH
SIDE
BOTTOM PLATE & COLUMN ATTACHMENT AT PAVERS21
22 S.S. CABLE ATTACHMENT AT PAVERS
1X2 BOTTOM PLATE
FASTENED TO FOUNDATION
W/ 1/4” TAPCONS 24” O.C.
(MIN. TAPCON EMBEDMENT
INTO FOUNDATION -2”)
2” MIN
COLUMN
SCREWD THROUGH ANGLE TO
COLUMN W/ (3) #10X1” SELF
MATING SCREW ON EACH SIDE.
1X2 BOTTOM PLATE
PAVERS ON CONCRETE FOOTING
FASTEN MIN. 2”X2”X1/8” ALUMINUM
ANGLE TO SLAB W/ (2) 1/4” TAPCONS
ON EACH SIDE OF COLUMN. (MIN.
TAPCON EMBEDMENT INTO SLAB -2”)
45° DEGREE ANGLE
1/8” S.S. CABLE W/ DOUBLE NUTS &
DOUBLE COMPRESSION SLEEVES 1X2 BOTTOM PLATE
FASTENED TO FOUNDATION
W/ 1/4” TAPCONS 24” O.C.
(MIN. TAPCON EMBEDMENT
INTO FOUNDATION -2”)
3” A.S.T.M. A-36 STEEL CLIP
W/ (2)2”X1/4” TAPCONS
PAVERS ON
CONCRETE FOOTING
FOUNDATION
1” PLATE
2’ 3/8” PAVER
2” EMBEDED
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
1 2
EXPANDED VIEW DETAIL SHEET 1
U-CHANNEL DETAIL OPTION
5”
8”
10
”
1
1/
2
”
1
1/
2
”
1 1/
2
”
1
1/
2
”
(5) #14 X 3/4 TEK SCREW
THROUGH 1/8" U-CHANNEL
AND BEAM EACH SIDE
(5) #14 X 3/4 TEK
SCREW THROUGH 1/8"
U-CHANNEL AND
POST INTERNAL
POST PER PLAN
1
1/
2
”
1
1/
2
”
1 1/
2
”
1
1/
2
”
1
7/
1
6
”
1
7/
1
6
”
1
7/
1
6
”
1
7/
1
6
”
1
7/
1
6
”
POST PER PLAN
POST PER PLAN
NOTES:
1: 3X3 POST PROVIDE MINIMUM. 2” FROM EDGE OF SLAB AND PROVIDE
MINIMUM 2” SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR
INSTALLATION
REQUIREMENTS. THREADED ROD REQUIRES 3” MINIMUM EDGE DISTANCE.
2. 4X4 POST PROVIDE MINIMUM 3 3/4 “ FROM EDGE OF SLAB AND PROVIDE
MINIMUM 3 3/4” SPACING TO ANY OTHER CONNECTOR.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY
THICKNESS OF PAVER NOT TO EXCEED 2-1/2” FOR PAVER THICKNESS MORE
THANK 21/2” SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE
BONDED TO UNDERLYING CONCRETE FOUNDATION
4. WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE U-CHANNEL
W/ (3) 2-1/4” TAPCONS INTO WALL AND (5) #12 X 3/4” INTO BEAM E/S
COLLAR DETAIL OPTION
8 3/8” REF
2
1
/
6
”
HO
L
D
2”2”
2
1
/
6
”
HO
L
D
.0
9
0
”
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4
1
/
8
”
HO
L
D
4 1/8”
HOLD
6 3/8”
2
1
/
6
”
HO
L
D
.0
9
0
”
T
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2 1/6”
HOLD
2”
6
3
/
8
”
4
1
/
8
”
HO
L
D
4 1/8”
HOLD
2
1
/
6
”
HO
L
D
6 3/8”
4
3
/
8
”
2 1/6”
HOLD
COLLAR SPACE
CARRIER BEAM
(6) #14 X 3/4 TEK SCREW
THROUGH COLLAR AND BEAM
EACH SIDE
4 X 4 X .125 POST
CARRIER BEAM
(6) #14 X 3/4 TEK SCREW
THROUGH COLLAR AND BEAM
EACH SIDE
(2) ROWS (6) #14 X 3/4 TEK
SCREW THROUGH COLLAR
AND BEAM EACH SIDE
(5) #14 X 3/4 TEK SCREW
THROUGH 1/8" U-CHANNEL
AND BEAM EACH SIDE
(5) #14 X 3/4 TEK
SCREW THROUGH 1/8"
U-CHANNEL AND POST
INTERNAL
(6) #14 X 3/4 TEK SCREW
THROUGH 1/8" U-CHANNEL
AND BEAM EACH SIDE
(6) #14 X 3/4 TEK
SCREW THROUGH 1/8"
U-CHANNEL AND POST
INTERNAL
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
EXPANDED VIEW DETAIL SHEET 2
3x3 POST OR 4X4 POST ATTACHMENT OPTION3 3x3 POST OR 4X4 POST ATTACHMENT OPTION4
POST TO CARRY BEAM CONNECTION OPTION5 POST TO CARRY BEAM CONNECTION OPTION6
POST IS NOTCHED AROUND
BEAM AND ATTACHES W/
(2) 3/8”X3-1/2” BOLTS
PO
S
T
BEAM
BEAM
2X2X 1/8”
ANGLE W/
(3) #10X1”
PER SIDE NOTCHED POST
ATTACHES TO
CARRY BEAM W/
(8)#10X2” SMS
POST
FOUNDATION
(3) 2”X3”X3”X1/8” ANGLES
W/ (4) #14X3/4” SMS INTO
POST & (1)-1/4” TAPCONS
INTO FOUNDATION EACH
ANGLE.
OR
(3) 2”X4”X4”X1/8” ANGLES
W/ (4) #14X3/4” SMS INTO
POST & (1)-1/4” TAPCONS
INTO FOUNDATION EACH
ANGLE.
POST
FOUNDATION
(1) 2-1/2”X2-1/2”X1/8”
INTERNAL POST FOOT W/ (4)
1/4” TAPCONS INTO
FOUNDATION & (2) 3/8”X3-1/2”
BOLTS THROUGH
POST & POST FOOT.
OR
(1) 3-1/2”x3-1/2”x1/8” INTERNAL
POST FOOT W/ (4) 1/4”
TAPCONS INTO FOUNDATION &
(2) 3/8”X4-1/2” BOLTS THROUGH
POST &POST FOOT.
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
EXISTING CONCRETE DETAIL SHEET 11EXISTING PAVERS W/ 12”X12” FOOTER
2 EXISTING 4” CONCRETE
EXISTING CONCRETE
4” THICK
3000 PSI
EX
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T
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G
C
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N
C
R
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T
E
4
”
TH
I
C
K
30
0
0
P
S
I
EX
I
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T
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P
A
V
E
R
S
12
”
X
1
2
”
F
O
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WI
T
H
1
#
5
T
H
R
U
O
U
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PAV
E
R
S
EXISTING PAVERS
12”X12” FOOTER
WITH 1 #5 THRU OUT
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 783E77E4-0905-423C-934E-503940E9212A
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $50.00
RESO21-0022 Address: 2446 SEMINOLE RD APN: 168354 0100 $50.00
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
TOTAL FEES PAID BY RECEIPT: R16625 $50.00
Printed: Friday, August 13, 2021 9:55 AM
Date Paid: Friday, August 13, 2021
Paid By: IMPACT ENCLOSURES INC
Pay Method: CREDIT CARD 496825844
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R16625