381 Seminole Road RESA24-0006 Revision 04.05.2024 2024-04-02 Archs - rev final - BurgosSEMINOLE DRIVE PROPERTY LINE100.00'PROPERTY LINE
50.00'PROPERTY LINE100.00'PROPERTY LINE
50.00'
SITE PLAN1SCALE: 1/8" = 1'-0"N20'-0"FRONT20'-0"REAR7'-6"7'-6"
NOTES: (FBC 2023-R)
1. DRAFT STOPPING TO BE INSTALLED AS REQUIRED PER FBC R-3022.12: "IN COMBUSTIBLE
CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF
A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE
CONCEALED SPACE DOES NOT EXCEED 1,000 SF."
2. DWELLING/GARAGE FIRE SEPARATION TO BE PER FBC R-302.6: "NOT LESS THAN 1
2" THICK GYPSUM
BOARD OR EQUIVALENT APPLIED TO GARAGE SIDE."
3. OPENING PROTECTION FOR DOOR BETWEEN GARAGE AND RESIDENCE TO BE PER FBC R-302.5.1:
"OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3
8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1 3
8" THICK, OR 20-MINUTE FIRE-RATED DOORS."
4. ATTIC ACCESS TO BE SIZED PER FBC R-807.1: "THE ROUGH-FRAMED OPENING SHALL NOT BE LESS
THAN 22"X30" AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION."
5. ALL BATHROOM SHOWER ENCLOSURES TO HAVE SAFETY GLAZING IN COMPLIANCE WITH FBC
R-308.4.5.
6. WHERE GLAZING ADJACENT TO STAIRS IS LESS THAN 36" ABOVE THE WALKING SURFACE, SAFETY
GLAZING WILL BE PROVIDED PER FBC R- 308.4.6.
7. DOOR BETWEEN RESIDENCE AND GARAGE WILL BE SELF-CLOSING PER FBC R-302.5.1.
NOTES: (FBC 2023-R)
4. FBC R-703.7.3 - WATER RESISTIVE BARRIERS - WATER RESISTIVE BARRIERS SHALL BE INSTALLED AS
REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING, SHALL INCLUDE A
WATER RESISTIVE VAPOR PERMEABLE BARRIER WITH A PERFORMANCE TEST AT LEAST EQUIVALENT TO
TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH
THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN
ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER RESISTIVE BARRIER IS
DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER RESISTIVE BARRIER THAT IS APPLIED
OVER WOOD BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF A
60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING,
SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE.
5. FBC R-M1305.1 - APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT -
"APPLIANCES" SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT
REMOVING PERMANENT CONSTRUCTION, OTHER "APPLIANCES" OR ANY OTHER PIPING OR DUCTS NOT
CONNECTED TO THE "APPLIANCE" BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL
WORKING SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PROVIDED IN FRONT OF THE
CONTROL SIDE TO SERVICE THE APPLIANCE.
1. FBC R-302.5.1 - OPENING PROTECTION: OPENINGS FROM A PRIVATE GARAGE DIRECTLY TO A ROOM
USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE
AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3
8" INCHES IN
THICKNESS, SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3
8" THICK, OR 20-MINUTE
FIRE-RATED DOORS.
2. FBC R-302.5.2 - DUCT PENETRATION: DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR
CEILINGS SEPARATING THE "DWELLING" FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.
26 GAGE SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR
OTHER "APPROVED" MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE.
3. FBC R-302.6 - DWELLING-GARAGE FIRE SEPARATION: THE GARAGE SHALL BE SEPARATED AS
REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.
ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION
PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE
ADJACENT "DWELLING UNIT" WALL. PER R302.12D: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS
USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,
DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED
1,000 SF. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,
DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING
CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS
CONSTRUCTED OF TRUSS-TYPE OPEN WEB OR PERFORATED MEMBERS.
PROJECT INFORMATION:
NOTES:
1. SEE SURVEY FOR DETAILED DIMENSIONS AND
NOTES.
2. 2023 FLORIDA BUILDING CODE :
3. SEE SHEET S-1.0 FOR ADDITIONAL NOTES
4. HEIGHTS REFERENCED = NGVD 1929;
PROJECT DESCRIPTION: REMODEL/ADDITION TO
EXISTING SINGLE FAMILY RESIDENCE.
PROJECT ADDRESS:
381 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
LEGAL DESCRIPTION: 03114 SALTAIR SEC 02
TAX ASSESSORS PARCEL NO.: 170433-0010
ZONE: RS-2
LOT SIZE:5,000 SF
SETBACKS:
STREET / FRONT 20'
SIDE 15' TOTAL (MIN. 5')
REAR 20'
MAX. BLDG. HEIGHT: 35' TO RIDGE
CONSTRUCTION SITE MANAGEMENT PLAN:
1. PARKING PLAN: PARKING TO BE ACCESSED FROM
8TH STREET ONLY @ EXISTING CURB LOCATION.
2. CONSTRUCTION TRAILERS, LOADING/UNLOADING
AREA, AND MATERIAL STORAGE TO BE CONTAINED
WITHIN PROPERTY LINE @ THE FRONT 20' X50' AREA
OF BUILDING SITE, ACCESSED FROM THE CURRENT
CURB LOCATION AT 8TH STREET.
3. THE CHEMICAL TOILET ARE TO BE KEPT OUT OF THE
CITY RIGHT-OF-WAY AND NOT FURTHER THAN 15 FEET
FROM THE STRUCTURE UNDER CONSTRUCTION.
4. LOCATION OF DUMPSTER: DUMPSTER MUST BE
FROM CITY-APPROVED WASTE COMPANY, IN
ACCORDANCE WITH CHAPTER 16 OF THE CITY OF
ATLANTIC BEACH CODE OF ORDINANCES. DUMPSTERS
ARE TO HAVE A TARP COVERS OR RIGID COVERS ON
WINDY DAYS. DUMPSTERS MUST BE REMOVED PRIOR
TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR
CERTIFICATE OF COMPLETION.
5. TRAFFIC CONTROL PLAN: CONTRACTOR TO
PROVIDE SAFE AND CLEAN AREA AT THE 20'X50' AREA
AT THE FRONT OF SITE ACCESSIBLE FROM 8TH
STREET AT THE CURRENT CURB AND DRIVE
ENTRANCE THROUGHOUT CONSTRUCTION UNTIL NEW
DRIVE ACCESS IS INSTALLED UPON COMPLETION.
6. SITE CLEANLINESS: CONTRACTOR MUST HAVE THE
ENTIRE CONSTRUCTION SITE CLEANED BY FRIDAY OF
EACH WEEK. THIS MEANS REMOVAL OF SCRAP
LUMBER, CONCRETE REMNANTS, AND OTHER SUCH
CONSTRUCTION DEBRIS INCLUDING CANS, METAL,
PLASTIC AND PAPER.
7. EROSION AND SEDIMENT CONTROL: CONTRACTOR
MUST MAINTAIN ALL ELEMENTS OF THE APPROVED
EROSION & SEDIMENT CONTROL PLAN (SILT FENCE,
CATCH BASIN FILTERS,ETC.) UNTIL SOD OR OTHER
STABILIZATION HAS BEEN PLACED AND APPROVED BY
PUBLIC WORKS.
8. OTHER ACTIVITIES, WHERE SPECIAL CONDITIONS
ARE IDENTIFIED BY THE BUILDING OFFICIAL.
NOTE: FAILURE TO COMPLY WITH THE CONSTRUCTION
SITE MANAGEMENT ORDINANCE MAY RESULT IN A
STOP WORK ORDER BEING ISSUED IN ACCORDANCE
WITH THE CITY OF ATLANTIC BEACH CODE OF
ORDINANCES SEC. 6-17 (b)(3).
LEGEND:
EXISTING BUILDING
FOOTPRINT
ADDITION / BUILDING
FOOTPRINT
COVERED LANAI
POOL
POOL COPING &
A/C PADS
LOT COVERAGE:
LOT AREA = 5,000 SF
ALLOWABLE LOT COVERAGE: 45%
5,000 SF X .45 = 2,250 SF
NO CHANGE TO EXISTING LOT COVERAGE:
PER EXISTING SURVEY:
DRIVE & WALK 416 SF
EXISTING HOUSE 1,367 SF
CONC. PADS 91 SF
POOL DECK 652 SF
POOL PAD 16 SF
TOTAL 2,492 SF
LOT 5,000 SF
IMPERVIOUS LOT COVERAGE = 49.8% (EXISTING)
EXISTING
COVERED
LANAI
EXISTING SCREENED
POOL ENCLOSURE
EXISTING
POOL
EXISTING
COVERED
LANAI
EXISTING BUILDING
FOOTPRINT W/ NEW
2ND FLOOR ADDITION
ABOVE - NO ADDITIONAL
GROUND FLOOR
IMPERVIOUS SURFACE
PER SECTION 24-172(C)(1), SECOND AND THIRD
STORY EXTERIOR WALLS WHICH EXCEED 35' IN
LENGTH, SHALL PROVIDE HORIZONTAL OFFSETS
2' (DRIP EDGE) @ SIDE YARD SETBACK SIDE(S).40'-6"2'-0"13'-1112"COVER SHEET /
SITE PLAN
A1.0BURGOS RESIDENCEATLANTIC BEACH, FL 32233381 SEMINOLE ROAD345 South Roscoe Blvd.Ponte Vedra Beach, FL32082v.727.483.2422copyright
DRAWING TITLERAE04.02.24
BURGOS
c
DATE
CLIENT
REVISIONS
SHEET NO.
JOB NO.
2318
NO.DESCRIPTION DATE
AR97282
R S C OTT RAEdesign
16070 GARAGE DOOR
FIRST FLOOR PLAN11/4" = 1'-0"
UP
AS-BUILT
1
A4.1
EXISTING
COVERED LANAI
EXISTING
2-CAR GARAGE
EXISTING
FAMILY ROOM
EXISTING
FLEX AREA
EXISTING
KITCHEN
EXISTING
LIVING ROOM
NOTE: NO CHANGES @
EXISTING FIRST FLOOR LEVEL
EXIST. WIN.EXIST. WIN.
EXIST. WIN.EXIST. WIN.
SECOND FLOOR PLAN21/4" = 1'-0" AS-BUILT
DN
EXISTING
FAMILY ROOM
EXISTING
COVERED LANAI
ROOF
EXISTING
BEDROOM
EXISTING
BEDROOM
EXISTING
PRIMARY
BEDROOM
EXISTING
W.I.C.
EXISTING
PRIMARY
BATHROOM
EXISTING
BATHROOM
EXISTING
HALL
(VUALTED CEILING)
EXISTING
STAIR
EXISTING
2-CAR GARAGE
ROOF
SECOND FLOOR PLAN31/4" = 1'-0"
DN
TV
EXISTING
BEDROOM TV
EXISTING
BEDROOM
BALCONY
1'-1012"EXISTING HOUSEBENCH
9'-10"10'-2"11'-412"11'-412"1
A4.1
LEGEND:
EXISTING WALL
35'-21
2"
NEW WALL
6'-614"7'-2"
20'-212"
6'-614"
15'-0"40'-6"8'-1134"19'-1034"11'-712"37'-4"
7'-3"11'-0"11'-4"5'-71
2"42'-412"1'-1012"5'-6"35'-0"13'-10"7'-2"14'-0"2'-112"
2846 SH
HDR @ 7'-6" AFF
2846 SH
HDR @ 7'-6" AFF
EXISTING
COVERED LANAI
ROOF
30803080(E
X
I
S
T
)(EXIST)RISE/RUN
VIF
(8' CLG)(8' CLG)1'-1012"2'-0"3'-1012"512"15'-012"512"EXIST. WIN.EXIST. WIN.EXIST. WIN.EXIST. WIN.
EXIST. WIN.
EXIST. WIN.SLOPE18" PER FT.+3' RAIL
EXISTING
BATHROOM
DRESSINGPRIMARY
BEDROOM
(9' CLG)
TV
PRIMARY
BATHROOM
(9' CLG)
LAUNDRY
LINEN
W.I.C.
(9' CLG)
D
WSHOWER2868DESK
OFFICE /
FUTURE
BEDROOM
(8' CLG)
EXISTING
ROOF
LINE OF EXISTING
ROOF
LINE OF EXISTING
ROOF6020 FGHDR @ 7'-6" AFFROOFSLOPEEXIST.TYP.312"6'-1112"312"3'-0"13'-012"3'-0"312"4'-3"3'-812"312"13'-0"512"512"
5'-714"
7'-91
2"
14'-434"
5'-0"5'-812"
3'-112"6'-7"4'-0"
13'-812"7'-6"312"3'-2"312"2'-312"10'-812"5'-7"
31
2"
3'-612"
31
2"
4'-0"6'-1112"3'-61
2"
3'-10"5'-7"
5'-6"
3'-4"
31
2"2'-0"312"
5'-71
4"
51
2"2X6 WALLPER SECTION 24-172(C)(1), SECOND AND THIRD
STORY EXTERIOR WALLS WHICH EXCEED 35' IN
LENGTH, SHALL PROVIDE HORIZONTAL OFFSETS
2' (DRIP EDGE) @ SIDE YARD SETBACK SIDE(S).
1'-0"2'-0"13'-1112"1'-0"24'-612"ATTENTION:
ALL WINDOW HEAD HEIGHTS ARE MEASURED FROM MAIN FINISH
FLOORS AS INDICATED AT ELEVATIONS, NOT FROM GARAGE
FLOOR OR GARAGE CURB, TYP.
ATTENTION:
SHOWER HEADS @ 7' ABOVE SHOWER FLOOR, TYP.
NOTES:
1. ALL EXTERIOR WALLS ARE 2X6 EXCEPT AS NOTED.
2. ALL INTERIOR WALLS ARE 2X4 EXCEPT AS NOTED.
3. ALL WALL THICKNESSES ARE ACTUAL 2X4 = 3 1
2", 2X6 = 5 1
2",
2xTHE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE
FIELD DETERMINED BY OTHERS.
5. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF)
HOUSE SLAB/BLOCK.
6. VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS
DONE BY OTHERS.
7. ALL INTERIOR AND EXTERIOR FLOOR & STEPS SHALL HAVE A
NON-SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF
FRICTION MIN. OF 0.6.
8. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH
SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE
CONDITION.
9. T = GLASS TO BE TEMPERED
10. E = EMERGENCY ESCAPE AND RESCUE OPENINGS
11. C = 20 MIN. FIRE RATED DOOR
AREA TABULATION:
BLDG SF TABULATION:
1ST FLOOR LIVING EXISTING 949 SF (A/C SF)
2ND FLOOR EXISTING 749 SF (A/C SF)
2ND FLOOR ADDITION 334 SF (A/C SF)
TOTAL 2,032 SF (A/C SF)
2-CAR GARAGE 400 SF
FRONT PORCH 16 SF
TOTAL WITH ADDITION 2,448 SF
NOTE: EXISTING TOTAL SF = 2,114 SF PER DUVAL COUNTY
PROPERTY APPRAISER
1ST & 2ND
FLOOR PLAN
A2.1BURGOS RESIDENCEATLANTIC BEACH, FL 32233381 SEMINOLE ROAD345 South Roscoe Blvd.Ponte Vedra Beach, FL32082v.727.483.2422copyright
DRAWING TITLERAE04.02.24
BURGOS
c
DATE
CLIENT
REVISIONS
SHEET NO.
JOB NO.
2318
NO.DESCRIPTION DATE
AR97282
R S C OTT RAEdesign
ROOF PLAN11/4" = 1'-0"
ROOF ATTIC/VENTILATION AREA CALCULATIONS:
EXCERPT OF THE 2020 FLORIDA BUILDING CODE, RESIDENTIAL R806:
R806.1 VENTILATION REQUIRED:
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE
APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS
VENTILATION FOR EACH SEPARATED SPACE BY VENTILATING OPENINGS AGAINST
THE ENTRANCE OF RAIN OR SNOW.
VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH (1.6 MM)
MINIMUM TO 1/4 INCH (6.4 MM) MAXIMUM OPENINGS. VENTILATION OPENINGS HAVING
A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM) SHALL BE PROVIDED WITH
CORROSION-RESISTANT WIRE CLOTH SCREENING. HARDWARE CLOTH, OR SIMILAR
MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM)
MINIMUM AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS
SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7 REQUIRED
VENTILATION OPENINGS SHALL OPEN DIRECTLY TO OUTSIDE AIR.
R806.2 MINIMUM VENT AREA:
THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE
VENTED SPACE.
EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE
VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
1. IN CLIMATE ZONES 6, 7, & 8, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON
THE WARM-IN-WINTER SIDE OF THE CEILING.
2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED
VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION
OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO
MORE THAN 3 FT. (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE,
MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION
PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF
FRAMING MEMBERS CONFLICT WIT THE INSTALLATION OF UPPER VENTILATORS,
INSTALLATION MORE THAN 3 FT. (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF
THE SPACE SHALL BE PERMITTED.
NOTE: NO VENTING PROVIDED IN LIVING AREAS DUE TO SPRAY
FOAM INSULATION.
NOTE:
1. ROOF OVERHANGS 16" UNLESS NOTED OTHERWISE.
2. ROOF PITCH = MATCH EXISTING UNLESS NOTED OTHERWISE.
3. ROOF FRAMING TO BE WOOD TRUSSES SET @ ( ) " O.C..
4. ROOF FRAMING LUMBER TO BE #2 OR BETTER
5. INDICATES DIRECTION OF ROOF SLOPE.EXISTING
COVERED LANAI
ROOF
ROOFSLOPEEXIST.TYP.2'-0"1'-6"2'-0"1'-6"
6"
ACCENT
ROOF OVER
2ND FLOOR
BALCONY
ROOF
SLOPE
7:12
ROOF
SLOPE
7:12
NEW ROOF
AREA (HATCHED)
NEW ROOF
AREA (HATCHED)
NEW ROOF
AREA (HATCHED)
NEW ROOF
AREA (HATCHED)ROOFSLOPEEXIST.TYP.ROOFSLOPEEXIST.TYP.ROOFSLOPEEXIST.TYP.ROOFSLOPEEXIST.TYP.ROOFSLOPEEXIST.TYP.ROOFSLOPEEXIST.TYP.NEW ROOF
AREA (HATCHED)
OVER-FRAME HERE
AS REQUIRED
EXISTING
RIDGE
EXISTING
RIDGE
EXISTING
RIDGE
2'-0"
PER SECTION 24-172(C)(1), SECOND AND THIRD
STORY EXTERIOR WALLS WHICH EXCEED 35' IN
LENGTH, SHALL PROVIDE HORIZONTAL OFFSETS
2' (DRIP EDGE) @ SIDE YARD SETBACK SIDE(S).
KICK-OUT FLASHING EXTERIOR STUD>. HGT. PER SPEC.
DRIP EDGE DETAIL5N.T.S.
SHINGLE
ROOFING
ROOF SHEATHING
PER SPECIFCATIONS
2-LAYER SYNTHETIC
FELT DRY-IN
PAINTED METAL
EAVE DRIP; EXTEND
BACK MIN. 2"
1 X 2 P.T. FURRING
FASCIAROOF TO WALL4N.T.S.
(ROOF PARALLEL TO WALL)
KICK-OUT FLASHING 7 N.T.S.
WALL TO ROOF6N.T.S.
SIDING PER
ELEVATIONS
SIDING PER ELEVATIONS
FINISH OVERLAPPING
TOP OF HEAD FLASHING
5X5 HEAD FLASHING WITH TOP ZIP TAPED
TO ZIP SHEATHING
COMPOSITE SHINGLE ROOFING
2-LAYER SYNTHETIC FELT
DRY-IN
EXISTING WOOD FRAME
SYSTEM
ZIP BOARD WALL
SHEATHING
SIDING PER
ELEVATIONS
5X5 METAL HEAD
FLASHING
2-LAYER SYNTHETIC
FELT DRY-IN
2"
SEE
ELEV
KICK-OUT
SHINGLE ROOFING
PER SPEC.
FASCIA
HOLD BACK FASCIA
AND DRIP EDGE 2"
FROM FACE OF WALL
OUTSIDE FACE OF
EXTERIOR WALL
EXTERIOR FINISH
PER ELEVATIONS
FASCIA
METAL DRIP EDGE
OUTSIDE FACE OF
EXTERIOR WALL
EXTERIOR WALL
SHEATHING
(WRB) WEATHER
RESISTANT BARRIER
5X5 FLASHING W/
KICK-OUT TO SHED
WATER AWAY FROM
HOUSE,TYP.
(WRB) OVERLAPS THE
5X5 FLASHING ROOF
SHEATHING
VALLEY 2 N.T.S.
METAL VALLEY FLASHING
ROOF SHEATHING W/ PLYCLIPS
COMPOSITE SHINGLE ROOFING
2-LAYERS OF SYNTHETIC FELT
ROOF OPENING AND OFF-RIDGE VENT3N.T.S.
NOTES:
1 - INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS
2 - APPLY ROOFING CEMENT OR SELF-ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
COMPOSITE SHINGLE ROOFING
SEAL VENT FLANGE AT HEAD
GALVANIZED METAL OFF-RIDGE VENT,
SET IN PLASTIC ROOF
CEMENT OR SEALANT
OR OFF-RIDGE VENT
FLANGE OVER SHINGLE ROOFING
AT BASE
SHEATHING OVER ROOF
MEMBERS PER ENG'S DETAILS
ROOF VENT / PIPE OR
INSTALL ROOF VENT/PIPE
OVERLAP SHINGLE
FLASHING
FLASHING
FLASHING
ROOF PLAN
A2.2BURGOS RESIDENCEATLANTIC BEACH, FL 32233381 SEMINOLE ROAD345 South Roscoe Blvd.Ponte Vedra Beach, FL32082v.727.483.2422copyright
DRAWING TITLERAE04.02.24
BURGOS
c
DATE
CLIENT
REVISIONS
SHEET NO.
JOB NO.
2318
NO.DESCRIPTION DATE
AR97282
R S C OTT RAEdesign
6"8'-0"9'-0"PLATE HT. @ 2ND FL ADDITIONF.F. @ FIRST FLOOR1'-4"F.F. @ SECOND FLOOR
1 1/4" = 1'-0"
FRONT ELEVATION11/4" = 1'-0"
COMP. SHINGLE
ROOF
12
7ACCENT
ROOF
CEMENT BOARD
& BATTEN SIDING
CEMENT BOARD
LAP SIDING
CEMENT BOARD
SHAKE SIDING
(EXISTING)
+3' RAIL
NEW BALCONY
OFF PRIMARY
BEDROOM
(NEW)(NEW)(NEW)
(EXISTING)(EXISTING)(EXISTING)
(EXISTING)(EXISTING)EXISTING ROOF
26'-114"T.O. ROOF
PER SECTION 24-172(C)(1), SECOND AND THIRD
STORY EXTERIOR WALLS WHICH EXCEED 35' IN
LENGTH, SHALL PROVIDE HORIZONTAL OFFSETS
2' (DRIP EDGE) @ SIDE YARD SETBACK SIDE(S).
2'-0"26'-114"6"8'-0"9'-0"F.F. @ FIRST FLOOR1'-4"T.O. ROOF
F.F. @ SECOND FLOOR
1/4" = 1'-0"
RIGHT SIDE ELEVATION21/4" = 1'-0"
COMP. SHINGLE
ROOF
EXISTING
COVERED LANAI
12
VIF TYP.
CEMENT BOARD
LAP SIDING
CEMENT BOARD
SHAKE SIDING
(EXISTING)
CEMENT BOARD
& BATTEN SIDING
+3' RAIL
2 6
2 626
2 6
2 6
2
8
2
8
22 6
SLOPE 2% MIN.
TYPICAL ROOF DECK FRAMING
COMP. ROOF O/
ROOF SHEATHING PER STRUCT. O/
PRE-MANUFACTURED ROOF TRUSSES O/
INSTALL PER MFG. SPEC. O/
12" G.W.B.
TYPICAL FLOOR FRAMING
FLOOR FINISH T.B.D. O/
UNDERLAYMENT T.B.D. O/
FLOOR SHEATHING PER STRUCT.O/
FLOOR JOISTS PER STRUCT. O/
12" G.W.B.
22 GA. GALV. HEAD FLASHING (PAINT);;
LAP UNDER BLDG PAPER; SLOPE AWAY
FROM WALL @ 0.25:12 MIN.
5/4X4 CEMENT BD WINDOW TRIM
WHERE LAP SIDING OCCURS; SLOPE
AWAY FROM WALL @ 0.25:12 MIN.
WINDOW HEAD W/ NAILING FLANGE;
INSTALL PER MFG. SPEC.; LAP INTO
BLDG. PAPER; TYP.
WINDOW SIL W/ NAILING FLANGE;
INSTALL PER MFG. SPEC.; LAP INTO
BLDG. PAPER; TYP.
RIM JOIST OR BEAM PER STRUCT.
R-21 BATT INSULATION @ EXT. WALL
W/IN FLOOR CAVITY
R-21 INSULATED WINDOW HEADER PER
STRUCT.
TYPICAL EXTERIOR WALL
EXTERIOR SIDING PER ELEVATION O/
WATERPROOF BLDG. PAPER O/
SHEATHING PER STRUCT. O/
2X6 STUDS @ 16" O.C. W/ R-21 BATT INSULATION
& VAPOR BARRIER (WARM SIDE) O/
12" G.W.B.
TYPICAL FIRST FLOOR S.O.G. ASSEMBLY
FLOOR FINISH T.B.D. O/
UNDERLAYMENT T.B.D. O/
4" CONC. S.O.G. PER STRUCT. O/
2" R-10 RIGID INSULATION O/
6 MIL POLYETHELENE VAPOR BARRIER O/
6" FREE DRAINING GRAVEL O/
FIRM NATIVE SOILS
22 GA. GALV. DRIP EDGE; LAP UNDER
BLDG PAPER; TYP. @ HORIZONTAL
LEDGES AND CHANGES IN SIDING
4" PERFORATED DRAIN TILE W/ FABRIC
FILTER; TYP. @ EXTERIOR FOOTINGS;
CONNECT TO STORM DRAIN SYSTEM
6" MIN. FREE DRAINING GRAVEL
AROUND DRAIN TILE; TYP.
CONC. FOOTING AND FOUNDATION
WALL PER STRUCT.
WALL SECTION, TYP.3 3/4" = 1'-0" 25/4X4 CEMENT BD WINDOW TRIM
WHERE LAP SIDING OCCURS; SLOPE
AWAY FROM WALL @ 0.25:12 MIN.PER STRUCT.18" MIN.2 X 12 STRINGER; SIDE
CARRIAGES SUPPORTED CONT. ON ADJ. WALLFRAMING
23'-0"TYP.WOOD TREAD 7 3/4"MAX.2
HEAD
STAIR SECTION51/2" = 1'-0" TOP / LANDING
INSTALL CONTINUOUS 36" CS14 @ EACH
STRINGER LOCATION PRIOR TO STAIR INSTALLATION TO ALLOW FOR PROPER
NAILING, TYP.6"4"SPHERE MAX. SPHERE MAX. 10"1"NOSING
STANDARD 1" TREADS
10"
2
2
2
2 X 12 STRINGER; SIDE
CARRIAGES SUPPORTED
CONT. ON ADJ. WALLFRAMING
2 2
FOOT 7 3/4"MAX.STAIR SECTION41/2" = 1'-0" BOTTOM3'-0"(BY OTHERS) - 2" X 3/8" CONT.
PWDR COATED STL. GUARDRAIL, TYP.
STL. STL. CABLE, TYP.6"SPHERE MAX. 4"SPHERE MAX. 1"
NOSING1"STANDARD 1" TREADS
2
2
2
2
EXTERIOR
ELEVATIONS
A3.1BURGOS RESIDENCEATLANTIC BEACH, FL 32233381 SEMINOLE ROAD345 South Roscoe Blvd.Ponte Vedra Beach, FL32082v.727.483.2422copyright
DRAWING TITLERAE04.02.24
BURGOS
c
DATE
CLIENT
REVISIONS
SHEET NO.
JOB NO.
2318
NO.DESCRIPTION DATE
AR97282
R S C OTT RAEdesign
1 1/4" = 1'-0"
REAR ELEVATION11/4" = 1'-0"
COMP. SHINGLE
ROOF
EXISTING
COVERED LANAI
12
7
CEMENT BOARD
LAP SIDING
(EXISTING)(EXISTING)(EXISTING)
(EXISTING)
(EXISTING)(EXISTING)(EXISTING)6"8'-0"8'-0"F.F. @ FIRST FLOOR1'-4"F.F. @ SECOND FLOOR26'-114"T.O. ROOF
1/4" = 1'-0"
LEFT SIDE ELEVATION21/4" = 1'-0"
COMP. SHINGLE
ROOF
EXISTING
COVERED LANAI
CEMENT BOARD
LAP SIDING
CEMENT BOARD
LAP SIDING
+3' RAIL
(EXISTING)
(EXISTING)
(NEW)6"8'-0"8'-0"F.F. @ FIRST FLOOR1'-4"F.F. @ SECOND FLOOR26'-114"T.O. ROOF
12
VIF TYP.
PER SECTION 24-172(C)(1), SECOND AND THIRD
STORY EXTERIOR WALLS WHICH EXCEED 35' IN
LENGTH, SHALL PROVIDE HORIZONTAL OFFSETS
2' (DRIP EDGE) @ SIDE YARD SETBACK SIDE(S).
WINDOW INSTALLATION 3 1/2" = 1'-0"
NOTE:
WEATHER RESISTIVE BARRIER (WSB)
APPLIED PRIOR TO THE WINDOW
INSTALLATION. FLASHING APPLIED OVER THE
FACE OF THE MOUNTING FLANGE.
STEPS:
1.IN THE WATER SHEDDING FASHION,
STARTING AT THE BASE OF THE WALL
& WORKING TOWARDS THE TOP,
INSTALL THE WRB TO THE FACE OF
THE SHEATHING
2.APPLY SILL FLASHING.
3.APPLY BEAD OF SEALANT AT BACK OF
WINDOW FLANGE & SET WINDOW
USING PAN HEAD SCREWS TO
FACILITATE INSPECTION.
4.APPLY BEAD OF SEALANT AT SIDE
JAMBS, EXTEND 8 12"
5.APPLY JAMB FLASHING.
6.APPLY BEAD OF SEALANT AT HEAD.
7.APPLY HEAD FLASHING.
8.REMOVE PREVIOUSLY APPLIED TAPE,
ALLOWING WRB TO LAY FLAT OVER
HEAD FLASHING. APPLY NEW
SHEATHING TAPE OVER DIAGONAL
CUT - SEE DIAGRAM.
2
6
2
6
5.JAMB FLASHING:
APPLY CONT. SEAL TO THE
MOUNTING FLANGES AT THE
TOP (HEAD) AND SIDES (JAMB)
OF WINDOW. EXTEND SEALANT
AT JAMBS 8 12" ABOVE THE R.O.
AT HEAD. EMBED JAMB
FLASHING INTO SEALANT AND
FASTEN IN PLACE. (FLASHING
GOES OVER SEALANT.)
SEAL THE WINDOW FRAME TO OPENING.
APPLY A 3
8" NOM. DIA. TO THE BACKSIDE
(INTERIOR) OF THE WINDOW FLANGE, IN LINE
WITH ANY PRE-PUNCHED HOLES OR SLOTS.
SEALANT BEAD
BEHIND MOUNTING
FLANGE
SECTION A
THROUGH WINDOW JAMB
SEALANT BEAD
BETWEEN FLASHING
AND MOUNTING FLANGE
FLASHING
SECURE WRB
@ HEAD
8.
7.
5.
3.
2.
1.
5.
FLASHING AT HEAD
EXTENDS 1" BEYOND
JAMB FLASHING.
7.HEAD FLASHING:
EMBED BOTTOM OF THE HEAD
FLASHING AGAINST THE
PREVIOUSLY APPLIED SEALANT
(FLASHING GOES OVER
SEALANT). EXTEND HEAD
FLASHING BEYOND EACH JAMB
FLASHING. FASTEN IN PLACE.
5.JAMB FLASHING:
EXTEND JAMB FLASHING TO
OVERLAP SILL FLASHING.
EXTEND JAMB FLASHING 8 12"
ABOVE ROUGH OPENING AT
HEAD. TUCK TOP OF JAMB
FLASHING UNDER THE FLAP
OF WRB AT THE HEAD. SEE
DIAGRAM.
SILL FLASHING.
SHIM AND ADJUST WINDOW TO ACHIEVE
SQUARE, PLUMB AND LEVEL CONDITION. USE
CORROSION RESISTANT FASTENERS. FASTEN
WINDOWS PER WINDOW MANUFACTURER
SPECIFICATIONS.
1.WEATHER RESISTANT BARRIER (WRB):
AT A 45 DEGREE ANGLE,
CAREFULLY CUT THE BARRIER
ON A DIAGONAL. GENTLY RAISE
THE TOP EDGE OF THE
BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER
TO THE EXTERIOR WRB
SURFACE ABOVE.
8.
1.
CUT
LINE
8 12"
SEALANT
8.
A
A
SEALANT
INTERIOR VIEW
TOP LEFT CORNER
OF WINDOW
NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH AND FLAT WITH A J-ROLLER.
WRB
WRB
1
WRB
WRB
WRB
WRB
WRB45°CUT
EXTERIOR DOOR FLASHING4N.T.S.
2 3
4 5 6
WRB
WRB WRB
9"9"8"WRAP WRB
INTO OPNG.
MODIFIED "J"
CUT IN WRB
REMOVE BOTTOM
WRB FLAP
TEMPORARILY TAPE UP TOP FLAP INSTALL VULKUM @ THRESHHOLD
PER MFG. INSTRUCTIONS; INSTALL
DOOR, SHIM DOOR TO LEVEL; PLUMB
AND SQUARE DOOR TO OPENING
APPLY JAMB FLASHING TO BOTH SIDES OF DOOR
TO DOOR FRAME TO WRB EXTENDING 8" ABOVE
DOOR ROUGH OPENING
APPLY HEAD FLASHING, EXTENDING 10" BEYOND
DOOR ROUGH OPENING
UNFOLD TOP FLAP AND COVER DIAGONAL CUT
IN WRB WITH SHEATHING TAPE
FASTEN ZIP SYSTEM ®
SHEATHING AS REQUIRED BY
ENGINEER-OF-RECORD
AND/OR LOCAL BUILDING CODE
ZIP WALL CEMENT BOARD5N.T.S.
WALL ASSEMBLY:
CEMENTITIOUS VENEER W/
CNTRL JOINTS PER CODE;
SIDING INSTALLED IN
ACCORDANCE WITH
MANUFACTURER'S
INSTALLATION
RECOMMENDATIONS;
ZIP SYSTEM ® SHEATHING
O/ WOOD STUDS
1/8" GAP RECOMMENDED
@ PANEL EDGES, TYP.
ZIP SYSTEM ® TAPE (INSTALLED
OVER ALL JOINTS IN ZIP SYSTEM ®
SHEATHING)
OVERLAP TAPE A MINIMUM OF
1" @ ALL T-JOINTS
1/8" GAP RECOMMENDED @
PANEL EDGES,TYP.
LAP SIDING DTL.
EXTERIOR
ELEVATIONS
A3.2BURGOS RESIDENCEATLANTIC BEACH, FL 32233381 SEMINOLE ROAD345 South Roscoe Blvd.Ponte Vedra Beach, FL32082v.727.483.2422copyright
DRAWING TITLERAE04.02.24
BURGOS
c
DATE
CLIENT
REVISIONS
SHEET NO.
JOB NO.
2318
NO.DESCRIPTION DATE
AR97282
R S C OTT RAEdesign
ELECTRICAL NOTES:
1. ALL OUTLETS IN BEDROOM TO BE "A.F.I."
2. ALL EXTERIOR OUTLETS TO BE "G.F.I."
3. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE
80 OF NFPA 70A
4. NOTE: 100% HIGH EFFICACY LIGHTING
5. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH
CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE
PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED
TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER 210.12(B)
ATTENTION:
CENTER OF BOXES OF ALL VANITY LIGHTS TO BE AT 7'-8" AFF,
EXCEPT 8'-6" IN OWNER'S BATH
SURFACE MOUNTED CEILING FIXTURE
RECESSED WATER PROOF CEILING FIXTURE
SCONCE
UNDER CABINET LED STRIP LIGHTING
RECESSED CEILING FIXTURE
110 V. DUPLEX OUTLET
110 V. WATER PROOF DUPLEX OUTLET W/ GFI
220 V. OUTLET
EXHAUST FAN
110 V. SMOKE / CO2 DETECTOR
WATER HEATER THERMOSTAT
DATA (18" AFF)
LIGHT SWITCH
3-WAY LIGHT SWITCH
LIGHT SWITCH WITH DIMMER
ELECTRICAL LEGEND
SYMBOL DISCRIPTION
WP
WP/GFCI
T WH
D
S
3S
DS
NOTES:
1. PER FBC-R E3902.10; THE BRANCH CIRCUIT FOR THE DISHWASHER
SHALL HAVE A GROUND-FAULT CIRCUIT INTERRUPTER, TYP.
2. PER FBC-R E3902.16; BRANCH CIRCUITS IN THE KITCHEN, LIVING
ROOM, DINING ROOM, HALLWAYS, BEDROOMS, LAUNDRY AREA,
ENTRY FOYER, STAIRWAY, CLOSETS AND OTHER SIMILAR AREAS
SHALL HAVE A ARC-FAULT CIRCUIT INTERRUPTER PROTECTION, TYP.
3. PER FBC-R E 4002.14; RECEPTACLES TO BE TAMPER-RESISTANT, TYP.
EXTERIOR FLOOD FIXTURE - MOTION SENSOR
EXHAUST FAN W/ LIGHT
110 V. WATER PROOF DUPLEX OUTLET W/ GFI
ON GROUND FAULT CIRCUIT
GFCI
220
GFCI
SD/CO2
CABLE TV OUTLETTV
WAP WIRELESS ACCESS POINT
SURF. MOUNTED HANGNING PENDANT FIXTURE
EXTERIOR FLOOD LIGHT
110 V. QUAD OUTLET FLOOR OUTLET
GARAGE DOOR PUSH BUTTON
THERMOSTATT
SECOND FLOOR RCP/ELEC11/4" = 1'-0"
DN
TV
EXISTING
BEDROOM TV
EXISTING
BEDROOM
BALCONY
BENCH
EXISTING
COVERED LANAI
ROOF
(8' CLG)(8' CLG)
EXISTING
BATHROOM
DRESSINGPRIMARY
BEDROOM
(9' CLG)
PRIMARY
BATHROOM
LAUNDRY
LINEN
W.I.C.
(9' CLG)
D
W
SHOWER
DESK
OFFICE /
FUTURE
BEDROOM
(8' CLG)
EXISTING
ROOF
LINE OF EXISTING
ROOF
LINE OF EXISTING
ROOF
S SSSS
EXISTING
HALL
SD/CO2
SSTVDTVDSHOWER
WP
SSSGFCIGFCIGFCI
SS
GFCI
220
GFCI
GFCISSD/CO2
SD/CO2
1ST & 2ND RCP/ELEC.
A4.1BURGOS RESIDENCEATLANTIC BEACH, FL 32233381 SEMINOLE ROAD345 South Roscoe Blvd.Ponte Vedra Beach, FL32082v.727.483.2422copyright
DRAWING TITLERAE04.02.24
BURGOS
c
DATE
CLIENT
REVISIONS
SHEET NO.
JOB NO.
2318
NO.DESCRIPTION DATE
AR97282
R S C OTT RAEdesign