1878 Seminole Rd RESA20-0016 Addition, Reno PermitOWNER:ADDRESS:CITY:STATE:ZIP:
MIDDLETON CATHERINE W 1878 SEMINOLE RD ATLANTIC BEACH FL 32233-5916
COMPANY:ADDRESS:CITY:STATE:ZIP:
PETER COALSON DESIGN
FOR FLORIDA LLC 1614 COQUINA PLACE ATLANTIC BEACH FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172020 0522 SELVA MARINA UNIT 09
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1878 SEMINOLE RD
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
ADDITION AND
RENOVATION $7000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 10/23/2020
PERMIT NUMBER
RESA20-0016
ISSUED: 10/23/2020
EXPIRES: 4/21/2021
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00
BUILDING PERMIT 455-0000-322-1000 0 $90.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.90
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.60
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $466.50
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 10/23/2020
PERMIT NUMBER
RESA20-0016
ISSUED: 10/23/2020
EXPIRES: 4/21/2021
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $466.50
RESA20-0016 Address: 1878 SEMINOLE RD APN: 172020 0522 $466.50
BLDG SUBSEQUENT PLAN REVIEW FEES $125.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00
BUILDING $90.00
BUILDING PERMIT 455-0000-322-1000 0 $90.00
BUILDING PLAN REVIEW $45.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $6.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.90
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.60
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R13919 $466.50
Printed: Friday, October 23, 2020 10:45 AM
Date Paid: Friday, October 23, 2020
Paid By: PETER COALSON DESIGN FOR FLORIDA LLC
Pay Method: CREDIT CARD 388918416
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R13919
RESA20-0016
10-2-2020
RESA20-0016
SHED 207 SQ.FT.
RESIDENCE W/ ADDITION
3,639 SQ.FT.TOTAL IMPERMEABLE
40%COVERAGE %
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
TOTAL LOT 9100 SQ.FT.
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 106/21/20
JOB DESCRIPTION
INDEX OF DRAWINGS
1 SITE PLAN
2 FLOOR PLAN KITCHEN PLAN
4 FOUNDATION PLAN PLAN
5 ROOF PLAN
6 ELEVATION
7 ELEVATION
8 ELEVATON
9 ELEVATION
10
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB
SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE
DESIGNER & OWNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS,
ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS
AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER
WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS
ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 3,000 PSF. THE CONTRACTOR
SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER & OWNER PRIOR TO
COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
SPECIFICATION AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
SITE DRAWINGS, CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND
OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
6. ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING NAILS, SHALL BE
HOT DIP GALVANIZED OR STAINLESS STEEL. CONTINUOUS ANCHORAGE SHALL BE
PROVIDED BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS AND FOOTINGS
WITH USE OF STRAPS AND CONNECTORS AS SPECIFIED HEREIN.
7. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED WITH DEVICE OF EQUAL OR
GREATER CAPACITY.
8. THE INSTALLATION OF THE FASTENERS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS. WIND BRACING (1ST AND 2ND FLOORS) 4'-0" X
8'-0" x 1/2" EXTERIOR GRADE PLYWOOD SIDING. NAIL 6" 0.C. FIELD
AND EDGE.
19. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE
BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION
OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUIDES, OR TIE
DOWNS.
214 SQ.FT.REMOVE WALKS
LOT COVERAGE
2,275 SQ.FT.
WALKS & DRIVE 1,451SQ.FT.
3 BUILDING SECTION / ENGINEERING
ELECTRICAL / DETAILS & NOTES
TYPICAL WALL SECTION & SPECIFICIATIONS
11
RENOVATE SINGLE STORY RESIDENCE. CONSTRUCT ADDITION ON WEST SIDE
OF RESIDENCE. EXPAND EXISTING FLOOR PLAN INTO GARAGE AN FRONT
PORCH UNDER EXISTING ROOF LINE. CREATE VAULTED CEILING IN MAIN
LIVING AREA. UPGRADE ELECTRIC & PLUMBING INSTALL NEW HVAC SYSTEM.
REPLACE ALL WINDOWS. INSTALL NEW BOARD & BATTON SIDING ON EXTERIOR
REPAINT EXTERIOR & INTERIOR OF RESIDENCE. INSTALL NEW WOOD & TILE
FLOORING PER ALLOWANCE. PROVIDE AND INSTALL WITH TOPS & APPLIANCES
ELECTRICAL CODE
WIND SPEED 130 MPH IMPORTANCE FACTOR 1
TYPE OF CONSTRUCTIO
N
OCCUPANCY CLASS
Type V-B
R-3
EXPOSURE C ENCLOSEDWIND EXPOSURE
FLORIDA BUILDING CODE 6th Addition 2017
RISK LEVEL II
BUILDING CODE
REMODEL CATAGORY ALTERATION LEVEL 3
NATIONAL ELECTRICAL CODE 2014
GOVERNING CODES
ENGINEERNG SPECIFICATIONS TAKE PRECEDENCE OVER ARCHITECTUAL
WRITTEN DIMENSIONS TAKE PRESENDENCE OVER SCALED DRAWINGS
NOTE:
CONTRACT SET
ENGINEERING
FRONT PORCH 120 Sq.Ft.
NET CHANGE TO IMPERMABLE AREA -67 SQ.FT
1" = 30' SCALE
A
1
FOUNDATION PLAN
20.5'
OPEN
PORCH
NEW
5'
24
'
5'
AD
D
I
T
I
O
N
AD
D
T
I
O
N
REMOVE
CONCRETE
REMOVE
WALK
OPTIONAL FRONT PORCH INCLUDED IN COVERAGE CLCULATIONS
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 206/21/20
KITCHEN PLANSCALE 1/4" =1'-0"
SCALE 1/8" = 1'-0"
A
4
3
2
A4
A
4
1
A4
VA
U
L
T
E
D
A
R
E
A
KITCHEN
PANTRY
LAUNDRY
GARAGE
EXISTING CONCRETE
SUNROOM
LIVING DINNING
SITTING
FLOOR PLAN
6068 SGD 6068 SGD
6o
2
o
W D
RE
F
12" COUNTER
DW DW
NEW WALL
EXISTING WALL
4020 3050 3050 3050 3050 9'X7' OHD
6020
60
6
8
S
G
D
3050
20
3
0
20
3
0
NO CHANGE TO
BEDROOM
& MASTER BATH
NEW SLIDING
GLASS DOOR
IN PLACE OF
WINDOW
NO CHANGES TO
BEDROOM #3
C L
3
A5
2-6
2-6
TILE FLOOR
WOOD FLOOR WOOD FLOOR
WO
O
D
F
L
O
O
R
WOOD FLOOR
wh
GAS
2-8
2-
8
2-8
24"30"24"30"18"
2O 2O
RE
F
DW DW
21"21"
VENT ABOVE 4 SHELVES
SH
E
L
F
SH
E
L
F
36
"
DINING
KITCHEN
LAUNDRY
GARAGE
SI
D
E
B
O
A
R
D
BY
o
W
N
E
R
36"
WOOD
DECK
30"
20"16"
12
"
HW
36
"
PANTRY
12 " OVERHANG COUNTER HEIGHT
HORIZONTAL
PLANKS SIDES
AND BACK
2X6 FRAME
TILE FLOOR
Skylight
5
A
4
5
NOTE:
NEW WINDOWS
AMERICAN CRAFTSMAN
OR EQUAL
CONTRACT SET
GAS LINE
TOTAL HEATED SQ FT. 2,214
2630
ADDITION FLOOR AREA 384 SQ.FT.
SEE ENGONEERING SHEET
FOR FRONT PORCH DETAILS
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 306/21/20
BUILDING SECTION
1/4" SCALE
5
A3
Duct to new room
Spray Foam
SPRAY FOAM
2X8 #2 y.p. 24" O.C.
5/8" ROOF Decking
SPRAY FOAM R22
NEW 2X4 WALL
FRAMING
16" O.C.
SUM ROOM
EXISTING WOOD TRUSS
2X10 #2 YP NAILED TO EXISTING TRUSS TOP CORD (BOTTOM CORD REMOVED)
TIE 48" O.C.
EXISTING 7/16"
OSB WITH 30 YR
SHINGLE (TYPICAL)
EXISTING 2X4 WALL
HVAC DUCT
NEW MONOLITHIC FOUNDATION
NEW MONOLITHIC FOUNDATION
EXISTING SLAB ON GRADE
ASSUME TRUSS BEARING
ON WALL TO BE REMOVED
3'-0"
NEW 2X4 WALL
MONOLITHIC EDGE
MONOLITHIC EDGE
EXISTING STEM WALL CONSTRUCTION
EXISTING STEM WALL FOUNDATION COMPACTED FILL
EXISTING GRADE
1/2" DRYWALL
CEILING
1X6 TRIM1X6 TRIM 2-2X10 HEADER
CONTRACT SET
SEE ENGINEERING SH S2.O1
NOTE:
SEE ENGINEERING SH S2.O2
6" HOOK
6" HOOK
R-13 INSULATION
R13 INSULATION
1/2" CDX PLYWOOD
SPRAY FO
A
M
INSU
L
A
T
I
O
N
R
2
2
INSULA
T
I
O
N
R
2
2
SPRA
Y
F
O
A
M
SPRAY FOAM INSULATION R22
2X6 PT jOIST
2X6 SELECT PT DECKING
6X6 POST TYPICAL
2X6 #2 YP
2X6 #2 YP
2X4 #2 YP
3/4" PLYWOOD CEILING
NAIL 3" O.C.
1/2" OSB
18"
2X6
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD SH 406/21/20
22' 0"
8
'
9
"
5
A4
1
EXISTING SLAB
NEW 4" CONCRETE SLAB
NEW SLAB
NEW SLAB
NEW FOUNDATION
1
A4
2
A4
A4
FOUNDATION PLAN
1/8" SCALE
A
1
5 A4
5 A4
FOUNDATION SECTIONS
FIREPLACE HEARTH SECTION
A4
3
A4
3
A
4
A4
2
1
A4
CONTRACT SET
4
A4
1
A4
FIREPLACE
NEW CONCRETE HEARTH
EXISTING CONCRETE SLAB
MONOLITHIC EDGE
EDGE AT GARAGE
EDGE AT EXISTING SLAB
ADDITIONAL HEATED AREA 610 SQ.FT.
5/8" BAR 48" O.C. TYPICAL
SEE ENGINEERING SH SO.O1
NOTE:
PETER COALSON
DESIGN FOR FLORIDA LLC MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 51614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
1/8" SCALE
A
1
ROOF FRAMING PLAN
EXISTING
TRUSS & CEILING
VAULT
EXISTING
TRUSS & CEILING
EXISTING
TRUSS & CEILING
EXISTING ROOF REMAINS
EXISTING TRUSSES
WITH 2X10 ATTACHED
RIDGE LINE
2X8 RAFTERS 24" O.C.
06/21/20CONTRACT SET
SEE ENGINEERING SH S2.O2
NOTE:
NO INSULATION
R-30
R-30
R-30
TOTAL AREA
R-30 BEDROOM/ PANTRY/ LAUNDRY
R-22 FOAM KITCHEN/ LIVING //SUNROOM
NON INSULATED GARAGE
ATTIC VENTILIATION
A
B
C
SEE ATTACHED ENGINEERING SHEETS
FOR PORCH FRAMING DETAILS
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 6
VINYL SGD
EASTH ELEVATION
1/4" SCALE
A
1
EXISTING 5/8" PLYWOOD NAILED OFF 12" FIELD & 6" EDGE
HARDIE 4X8 PANEL W/ 3" HARDI BATTONS APPLIED OVER
NEW VAPOR BARRIER INSTALL ACCORDING MANUF. SPECEIFACTIONS
TYPICAL EXTERIOR SIDING
PRIME PAINT ALL NEW SIDING & TRIM . CAULK AS REQUIRED
PRIME & PAINT ALL EXISTING FASCIA AND SOFFIT
SEAL ALL NEW WINDOWS TO NEW VAPOR BARRIER.
EXISTING (NEW) 30 YR ROOF SHINGLES
VAULT
NEW OHD
NEW ENTRY
DOOR
5/4" X 31/2"
HARDI TRIM
NEW VINYL WINDOW NEW VINYL WINDOW30503050305030504020
06/21/20CONTRACT SET
24'OPTIONSL FRONT PORCH
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 7
NORTH ELEVATION
1/4" SCALE
A
1
EXISTING (NEW) 30 YR ROOF SHINGLES
EXISTING 5/8" PLYWOOD NAILED OFF 12" FIELD & 6" EDGE
HARDIE 4X8 PANEL W/ 3" BATTONS PPLIED OVER
NEW VAPOR BARRIER
6020
RELOCATED DOOR
EXISTING (NEW) 30 YR ROOF SHINGLES
EXISTING (NEW) 30 YR ROOF SHINGLES
NEW FLAT ROOF
5/4 X 31/2 "
EXISTING FASCIA
NEW VINYL WINDOW
3/4 X 3" BATTON
4X8 SHEET "HARDIE" [ANEL
06/21/20CONTRACT SET
OPTIONAL PORCH SEE ENGINEERING SHEETS
WOOD DECK
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 8
WEST ELEVATION
1/4" SCALE
A
1
EXISTING 5/8" PLYWOOD NAILED OFF 12" FIELD & 6" EDGE
HARDIE 4X8 PANEL W/ 3" BATTONS PPLIED OVER
NEW VAPOR BARRIER
NEW HARDIE APPLIED
OVER NEW 1/2 " CDX
EXISTING (NEW) 30 YR ROOF SHINGLES
6068 6068
6020
EXISTING 5/8" PLYWOOD NAILED OFF 12" FIELD & 6"
EDGE HARDIE 4X8 PANEL W/ 3" BATTONS PPLIED OVER
NEW VAPOR BARRIER
EXISTING (NEW) 30 YR ROOF SHINGLES
06/21/20CONTRACT SET
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 9
SOUTH ELEVATION
1/4" SCALE
A
1
EXISTING 5/8" PLYWOOD NAILED OFF 12" FIELD & 6" EDGE
HARDIE 4X8 PANEL W/ 3" BATTONS PPLIED OVER
NEW VAPOR BARRIER
NEW SGD
5/4 X 3 1/2"
TRIM EACH WINDOW TYPICAL
EXISTING (NEW) 30 YR ROOF SHINGLES
EXISTING 5/8" PLYWOOD NAILED OFF 12" FIELD & 6" EDGE
HARDIE 4X8 PANEL W/ 3" BATTONS PPLIED OVER
NEW VAPOR BARRIER
5/4 X 3 1/2"
TRIM EACH BUILDING CORNER
06/21/20CONTRACT SET
OPTIONAL PORCH
SEE ENGINEERING SHEETS
WOOD DECK
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
CONCRETE:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE. PLACEMENT SHALL BE IN ACCORDANCE
WITH ACI 318.
2. ALL CONCRETE SLABS ON GRADE SHALL BE THE
THICKNESS INDICATED ON THE DRAWINGS, OVER
MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIERS.
SUCH SLABS SHALL BE REINFORCED WITH 6" X 6"
#10/10 WELDED WIRE FABRIC LAPPED 8" AT EDGES
AND ENDS. OR FIBERMESH REINFORCED CONCRETE
3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND
OR ROCK AND FREE OF DEBRIS AND OTHER
DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED
TO A DENSITY OF AT LEAST 95% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557).
4. FOOTINGS SHALL BEAR UPON UNDISTURBED TREATED
SOIL OR UPON SOIL COMPACTED TO AT LEAST 95% OF
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM
D1557: FOR A DEPTH OF AT LEAST THREE (3') FEET
BELOW THE BOTTOM OF THE FOOTING.
5. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL
BE FILLED WITH GROUT OR PEA GRAVEL CONCRETE
WITH MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI AT 28 DAYS AND REINFORCING STEEL AS
INDICATED ON THE DRAWINGS.
6. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60
DEFORMED NEW BILLET STEEL CONFORMING TO ACI
301, ACI 315, ACI 318 AND CRSI MANUAL OF
STANDARD PRACTICE LATEST EDITIONS. MINIMUM
LAP SPLICES SHALL BE 48 BAR DIAMETER.
7. ALL CONTINUOUS VERTICAL AND HORIZONTAL
REINFORCING STEEL IN FOOTING, BEAMS AND
COLUMNS SHALL BE SPLICED A MINIMUM OF 48 BAR
DIAMETERS OR 24", WHICHEVER IS GREATER.
8. CONCRETE COVER OF REINFORCING STEEL SHALL BE
AS FOLLOWS:
A. FOOTINGS: 3" BOTTOMS AND SIDES, 2" TOP.
B. BEAMS 1 1 /2" BOTTOM, SIDES AND TOP.
C. COLUMNS: 1 1/2".
D. SLABS ON GRADE: 2" BOTTOM, 1" TOP.
E. OTHERS PER ACI 318.
9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-
185, FREE FROM OIL, SCALE AND RUST AND PLACED IN
ACCORDANCE WITH THE TYPICAL PLACING DETAILS,
OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM
LAP SHALL BE ONE SPACE PLUS TWO INCHES.
10. CONCRETE TESTING IF REQUIRED:
TESTING LABORATORY SHALL PERFORM THE
FOLLOWING TESTS ON CAST-IN-PLACE CONCRETE.
A. ASTM C143 "STANDARD TEST METHOD
FOR SLUMP OF PORTLAND CEMENT
CONCRETE." SLUMP RANGE SHALL BE 4-6
INCHES.
B. ASTM C39 “STANDARD TEST METHOD
FOR COMPRESSIVE STRENGTH OF
CYLINDRICAL CONCRETE SPECIMENS.” A
SEPARATE TEST SHALL BE CONDUCTED
FOR EACH CLASS, FOR EVERY 50 CUBIC
YARDS (OR FRACTION THEREOF), PLACED
PER DAY, REQUIRED CYLINDER (S)
QUANTITIES AND TEST AGE AS FOLLOWS:
1
A
T
7
D
A
Y
S
2
A
T
2
8
D
A
Y
S
ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED
UNDER THE DIRECTION OF THE ENGINEER, IF
REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE
ADDITIONAL CYLINDER CAN BE DISCARDED.
WOOD FRAMING:
1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND
TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. IN
ACCORDANCE WITH TABLE 2304.6.1 & 2304.10.1 (UNLESS OTHERWISE NOTED)
2. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE.
UNLESS NOTED OTHERWISE.
3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM GRADES SHALL BE
USED:
A. STRUCTURAL LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE;
NO. 2 NON-DENSE OR BETTER.
B. STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE; NO. 2 DENSE OR
BETTER.
C. STRUCTURAL JOIST AND PLANKS SIZE 2" TO 4" THICK X 5" TO 8"
WIDE; NO. 2 OR BETTER; 9" TO 12" WIDE; NO. 1 OR BETTER.
D. LIGHT FRAMING SIZE 2" TO 4" THICK X 3" TO 4" WIDE; NO. 2 NON-
DENSE OR BETTER.
E. STUD GRADE S.P.F. CAN BE USED IN LIEU OF SOUTHERN YELLOW
PINE FOR STUDS ONLY
4. PLYWOOD SHEETING SHALL BE APA STRUCTURAL 1., GROUP 1 SIZE AND SPAN
RATING AS SHOWN ON THE DRAWINGS. NAIL WITH 8D NAILS (COMMON OR
GUN) AT 6" O.C. ALONG PANEL EDGE AND 6" O.C. AT INTERMEDIATE
SUPPORTS.
5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH
MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED.
6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES AS SHOWN ON THE
DRAWINGS AND AS NECESSARY AND SUITED FOR EACH APPLICATION.
FASTENINGS SUBJECT TO MOISTURE SHALL BE HOTDIP GALVANIZED TO ASTM
A-153-80, OR STAINLESS STEEL.
7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC
SPECIFICATIONS. MANUFACTURED BY SIMPSON STRONG TIE.
8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT.
9. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN
SPECIFICATIONS FOR METAL PLATE-CONNECTED WOOD TRUSSES AND AITC
100.
10. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY THE TRUSS
MANUFACTURER'S STATE OF FLORIDA REGISTERED ENGINEER.
11. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFACTURER TO ENSURE
THAT ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ALL GIRDER
TRUSSES.
12. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE
CONTRACTOR AND DESIGNER FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
OF DIMENSIONS, MATERIALS AND CONDITIONS.
13. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION
TO COMPLY WITH TPI BWT-76.
14. MICROLLAMS (OR EQUAL PARALAMS, LVL'S, ETC) SHALL BE USED WHERE
SPECIFIED ON ENGINEERED PLANS AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED TO
THE WEATHER SHALL BE PROTECTED BY THE INSTALLATION OF 36 GA., MIN.,
GALVANIZED STEEL FLASHING.
16. SPLICES IN MULTI -BOARD CONTINUOUS BEAMS SHALL BE ALLOWED FOR ONE
BOARD ONLY PER SPAN AND ONLY AT THE QUARTER POINT OF THE SPAN,
UNLESS SHOWN OTHERWISE.
TYPICALWALL SECTION
SCALE 3/4" SCALE
2X4#2 SPF STUDS
1/2" DRYWALL
R-13 iNSULATION
(2) 2X10 #2 YP HEADER
1X6 BAND
2X4 BACKING
STRIP LIGHTING
1/2" PLYWOOD
1X3 BATTON
4X8 "HARDIE" PANEL
HOUSE WRAP SEAL
ALL PENETRATIONS
2X6 PT BASE PLATE
1X6 BASE MOLD
1/2" SHOE MOLD
1/2" CDX SHEETING
2X10 RAFTER
2X4 TRUSS TOP CORD
(2) 2X4 TP #2 TOP PLATES
EXISTING SOFFIT
MATCH
ASPHALT
SHINGLES
MONOLITHIC
FOUNDATION
5/8" BAR
5/8" BAR
6"
4" CONCRETE SLAB
SH 10
06/21/20CONTRACT SET
SPECIFICATIONS SPECIFICATIONS
SEE ENGINEERING SH S3.O1
NOTE:
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 11
06/21/20CONTRACT SET
SEE ENGINEERING SH S3.O1
NOTE:
SSSS
S
S
S
S
S
S S
S SS
SS
R R
R
RR
R
R
S
R
R
4"
4"
S
R
S
S
S
SSSS
S
S
S
S
S
S S
S SS
SS
PRESSURE
SWITCH
R R
R
RR
R
R
S
R
R
4"
S
R
S
S
S
GFI
WP
WP
WPWP
CATV
CATV
FL
FL
PERIMETER
LINE OF FUTURE PORCH
S
S
SUBPANEL
MAIN PANEL
DOOR
OPERATOR
GAS
TANK
ELECTRICAL PLAN
1/8" SCALE
A
1
JUNCTION BOX
CEILING FAN
FL FAN LIGHT
FLOOR OUTLET
BRACKET
LIGHT
CEILING FIXTURE
DUPLEX
RECEPTICAL
WALL SWITCH
RECESSED CAN
NOTE:
PROVIDE FOR GFI PROTRCTION IN OUTLETS
LOCATED IN KITCHEN / BATHROOM/ GARAGE
& WATER PROOF OUTLETS ON EXTERIOR.
ELECTRICAL INDEX
Skylight
VELUX SKYLIGHTS
MODEL C08 WITH LIGHT FILTERING SOLAR
OPERATED BLIND & CUSTOM FACTORY FLASHING
GLAZING:
LOW E3
ALUMNIUM CLAD
INTERIOR FINISH PAINTED WOOD (WHITE)
FACTORY INSTALLED
BLIND TRACK
1/2" DRYWALL
HEAD FLASHING
LOW E GLAZING
*NTS scale
1
A8
SKYLIGHT SECTIONS
4 1/2"
4 1/2"
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 12
06/21/20CONTRACT SET
GFI
A12
1 A12
2
A12
3 A12
4
REMOVE BOTOM CORD
OF EXISTING TRUSS
2X4 #2 SPF STUDS
1/2" THREADED ROD
TAIL OF EXISTING
ENGINEERED TRUSS
2X10 #2 Y.P. ATTACHED TO
TOP CORD OF EXISTING TRUSS
1/2" DRYWALL
NAIL 5/8" EXISTING
SHEETING 6" FIELD
EDGE
2X4 #2 PTYP
12"
MI
N
2
0
"
12"
MI
N
2
0
"
NEW
MONOLITHIC
FOUNDATION
EXISTING 1/2" SHEETING
EXISTING SOFFIT
NEW 1/2" PLYWOOD
SHEATING NAIL 6" O.C.
FIELD & EDGE
4X8 HARDIE PANEL
WITH 3" BATTONS
2X8 FASCIA
2X8 #2 Y.P. RAFTER
FOAM INSULATION
NEW
MONOLITHIC
FOUNDATION
1/2" DRYWALL
1/2" CEILING BOARD
5/8" PLYWOOD
SHEATING
NEW CONCRETE
OVER EXISTING
SLAB
1/2" DRYWALL
2X4 #2 SPF
1/2" DRYWALL
2X4 #2 PTYP
1/2" X 8" J BOLT
48" O.C.
R 13 BATT INSULATION
EXISTING 1/2" DRYWALL
EXISTING TRUSS
NEW 2-2X8 HEADER
2X4 WALL
TO CEILING
R 13 BATT INSULATION
EXISTING TRUSS
REMOVE INTERIOR 2X4
NON BEARING WALL
ADD 1/2" BAR 32" O.C.
12"1/2" BENT BAR 48" O.C.
WITH SET WITH 2 PART
EPOXY
EXISTING GARAGE SLABEXISTING FOUNDATION
EXISTING 1/2"
DRYWALL
NEW 1/2" DRYWALL
THICKNESS VARIES
SECTION SECTION SECTION SECTION
SHED 207 SQ.FT.
RESIDENCE W/ ADDITION
3,639 SQ.FT.TOTAL IMPERMEABLE
40%COVERAGE %
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
TOTAL LOT 9100 SQ.FT.
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 106/21/20
JOB DESCRIPTION
INDEX OF DRAWINGS
1 SITE PLAN
2 FLOOR PLAN KITCHEN PLAN
4 FOUNDATION PLAN PLAN
5 ROOF PLAN
6 ELEVATION
7 ELEVATION
8 ELEVATON
9 ELEVATION
10
GENERAL NOTES:
1.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB
SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT ALL
DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE
DESIGNER & OWNER PRIOR TO COMMENCING WORK.
2.THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS,
ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS
AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER
WORK.
3.ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
4.SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS
ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 3,000 PSF. THE CONTRACTOR
SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER & OWNER PRIOR TO
COMMENCING WORK.
5.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
SPECIFICATION AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
SITE DRAWINGS, CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND
OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
6.ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING NAILS, SHALL BE
HOT DIP GALVANIZED OR STAINLESS STEEL. CONTINUOUS ANCHORAGE SHALL BE
PROVIDED BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS AND FOOTINGS
WITH USE OF STRAPS AND CONNECTORS AS SPECIFIED HEREIN.
7.ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED WITH DEVICE OF EQUAL OR
GREATER CAPACITY.
8.THE INSTALLATION OF THE FASTENERS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS. WIND BRACING (1ST AND 2ND FLOORS) 4'-0" X
8'-0" x 1/2" EXTERIOR GRADE PLYWOOD SIDING. NAIL 6" 0.C. FIELD
AND EDGE.
19.THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO
DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE
BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION
OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUIDES, OR TIE
DOWNS.
214 SQ.FT.REMOVE WALKS
LOT COVERAGE
2,275 SQ.FT.
WALKS & DRIVE 1,451SQ.FT.
3 BUILDING SECTION / ENGINEERING
ELECTRICAL / DETAILS & NOTES
TYPICAL WALL SECTION & SPECIFICIATIONS
11
RENOVATE SINGLE STORY RESIDENCE. CONSTRUCT ADDITION ON WEST SIDE
OF RESIDENCE. EXPAND EXISTING FLOOR PLAN INTO GARAGE AN FRONT
PORCH UNDER EXISTING ROOF LINE. CREATE VAULTED CEILING IN MAIN
LIVING AREA. UPGRADE ELECTRIC & PLUMBING INSTALL NEW HVAC SYSTEM.
REPLACE ALL WINDOWS. INSTALL NEW BOARD & BATTON SIDING ON EXTERIOR
REPAINT EXTERIOR & INTERIOR OF RESIDENCE. INSTALL NEW WOOD & TILE
FLOORING PER ALLOWANCE. PROVIDE AND INSTALL WITH TOPS & APPLIANCES
ELECTRICAL CODE
WIND SPEED 130 MPH IMPORTANCE FACTOR 1
TYPE OF CONSTRUCTIO
N
OCCUPANCY CLASS
Type V-B
R-3
EXPOSURE C ENCLOSEDWIND EXPOSURE
FLORIDA BUILDING CODE 6th Addition 2017
RISK LEVEL II
BUILDING CODE
REMODEL CATAGORY ALTERATION LEVEL 3
NATIONAL ELECTRICAL CODE 2014
GOVERNING CODES
ENGINEERNG SPECIFICATIONS TAKE PRECEDENCE OVER ARCHITECTUAL
WRITTEN DIMENSIONS TAKE PRESENDENCE OVER SCALED DRAWINGS
NOTE:
CONTRACT SET
ENGINEERING
FRONT PORCH 120 Sq.Ft.
NET CHANGE TO IMPERMABLE AREA -67 SQ.FT
1" = 30' SCALE
A
1
FOUNDATION PLAN
21'
OPEN
PORCH
NEW
4.5'
2 4 '
A D D I T I O N
A D D T I O N
REMOVE
CONCRETE
REMOVE
WALK
OPTIONAL FRONT PORCH INCLUDED IN COVERAGE CLCULATIONS
4.5'
CORRECTION
CORRECTION
10/09/2020
PETER COALSON
DESIGN FOR FLORIDA LLC
1614 COQUIA PLACE
ATLANTIC BEACH FLORIDA
TELEHONE 904-759-2556
FLORIDA CERTIFICATION CBC 060273
MIDDLETON RESIDENCE
1878 SEMINOLE ROAD
SH 206/21/20
KITCHEN PLANSCALE 1/4" =1'-0"
SCALE 1/8" = 1'-0"
A
4
3
2
A4
A
4
1
A4
V A U L T E D A R E A
KITCHEN
PANTRY
LAUNDRY
GARAGE
EXISTING CONCRETE
SUNROOM
LIVING DINNING
SITTING
FLOOR PLAN
6068 SGD 6068 SGD
6 o 2 o
W D
R E F
12" COUNTER
DW DW
NEW WALL
EXISTING WALL
4040 3050 3050 3050 3050 9'X7' OHD
6020
6 0 6 8 S G D
3050
2 0 3 0
2 0 3 0
NO CHANGE TO
BEDROOM
& MASTER BATH
NEW SLIDING
GLASS DOOR
IN PLACE OF
WINDOW
NO CHANGES TO
BEDROOM #3
C L
3
A5
2-6
2-6
TILE FLOOR
WOOD FLOOR WOOD FLOOR
W O O D F L O O R
WOOD FLOOR
wh
GAS
2-8
2 -8
2-8
24"30"24"30"18"
2O 2O
R E F
DW DW
21"21"
VENT ABOVE 4 SHELVES
S H E L F
S H E L F
3 6 "
DINING
KITCHEN
LAUNDRY
GARAGE
S I D E B O A R D
B Y o W N E R
36"
WOOD
DECK
30"
20"16"
1 2 "
HW
3 6 "
PANTRY
12 " OVERHANG COUNTER HEIGHT
HORIZONTAL
PLANKS SIDES
AND BACK
2X6 FRAME
TILE FLOOR
Skylight
5
A
4
5
NOTE:
NEW WINDOWS
AMERICAN CRAFTSMAN
OR EQUAL
CONTRACT SET
GAS LINE
TOTAL HEATED SQ FT. 2,214
2630
ADDITION FLOOR AREA 384 SQ.FT.
SEE ENGNEERING SHEET
FOR FRONT PORCH SECTION M A X 4 '-6 "
M A X 4 '-6 "
24'
CORRECTIONS10/9/2020
RESA0-0016
SLOPES
TO STREET
SLOPES
TO STREET
TOILET
PARKING
MATERIAL
STORAGE
DUMP
MIDDELTON RESIDENCE 1878 SEMINOLE ROAD ATLANTIC BEACH FL.
SITE MANAGEMENT PLAN
SILT FENCE
AS REQURED