1466 Marsh View RES21-0269 Arch Plans2ND FLOOR PLAN
SCALE: 1/4" = 1'-0"
1ST FLOOR PLAN
SCALE: 1/4" = 1'-0"
OHC
OHCKITCHEN
11'-8"X17'-2"
9' CLG.
OHC
RANGE WITH MW /HOOD ABOVE36" REFOHC
2068PANTRY5-SHW D
OHS
LAUNDRY6'-0"X6'-0"
9' CLG.WH
42" WALL WITH TRIMABOVE OR OPTIONALOPEN RAILINGUP
1
2
3
4
5
6
7
8
9
10HANDRAILSTORAGE
2868
LANDING LANDING
DINING9'-0"X9'-10"9' CLG.PEDESTALPOWDER
6'-0"X5'-0"
9' CLG.2868286828688"X8" COLUMN WRAP (TYP.)
DW
6068 FRENCH TEMP
3068
2868
3040 SH 3050 SH3050 SH
3050 SH3050 SH3050 SHSITTING AREA
10'-4"X6'-0"
9' CLG.
LIVING
21'-0"X17'-10"
9' CLG.
3050 SH 3050 SH
3050 SH 3050 SH3050 SH ELEC. PANELDN
7
8
9
10HANDRAIL
LANDING LANDING
LANAI
10'-4"X9'-8"
9' CLG.
ENTRY
9' CLG.
DEN / OFFICE
10'-0"X13'-0"
9' CLG.28683050 SH 3050 SH5068R&SBEDROOM #310'-0"X10'-8"
9' CLG.28683050 SH3050 SH
BEDROOM #210'-0"X11'-4"
9' CLG.
72" VANITY
206820
2040 SH4020 FG TEMP
5068
R&S
2868
2068
LINEN
5-SH2668 2668R&SR&S
MASTER BEDROOM14'-4"X15'-0"9' CLG.
MASTER BATH
9' CLG.
MASTERCLOSET
9' CLG.
R&S
58" VANITY
30"X60" TUB /SHOWER6"2668BATH #310'-0"X5'-2"9' CLG.2868
17
16
15
14
13
12
11
TP
BEDROOM #411'-4"X10'-0"
9' CLG.
3050 SH3050 SH3050 SH3050 SH
46" VANITY
30"X60" TUB /SHOWER2668TP
3050 SH3050 SH TEMP 3050 SH TEMP3050 SH3050 SHSTEPS TO GRADE;
4 OR MORE RISERSWILL REQUIRE A
HANDRAIL (TYP.)
WOOD DECK
44'-0"X10'-0"
RAILINGRAILING
RAILINGRAILINGCOVERED BREEZEWAY TODETACHED GARAGE; SEE
SITE PLAN
44'
11'22'11'
6'-6"4'-6"8'-10"
5'-4"
7'-10"
3'-6"3'2'-4"2'-2"4'-4"4'-6"30'10'10'-6"9'-10"9'-8"6'-4"3'-6"5'-2"5'-2"5'-2"4'-6"12'-2"21'-6"10'-4"
3'1'-10"1'-10"3'4'13'4'-6"6'-6"5'-6"18'10'3'-10"3'-4"2'-11"2'-6"5'-5"44'
11'22'11'
5'-6"5'-6"8'-10"
BATH #2
9'-0"X5'-4"
9' CLG.6"2'3'-10"4'
3'-10"3'-6"5'-10"6"2'-8"6'-2"2'-2"1'-8"3'-2"2'-8"
5'-6"5'-6"30'11'-2"5'-6"11'14'-10"5'-4"5'-6"3'-10"2'-4"12'-2"
7'-8"7'-2"3'2'-4"3'2'-6"6'6'-2"
TP
11'-10"2'-4"15'-10"2'-6"10'-8"2'-8"4'-2"5'-6"18'-4"2'-6"4'7'4'-2"10'-4"2'-6"
3'-2"4'5'
2'2'1'
4'3'-8"9'-4"3'-8"4'-2"5'-6"10'-10"6'-2"7'-8"2'2'9'-8"7'-6"LOFT
9' CLG.5'6"7'2'-6"4'-6"3'-10"7'3'5'-10"3'-10"OUTDOORSHOWER
A/C
42" WALL WITH TRIM ABOVEOR OPTIONAL OPEN RAILING
BAR TOP AT
COUNTER HEIGHT
6068 FRENCH TEMP
5068
R&S
2668
LINEN
5-SH
AHU
2868 LOUV.52"X22" ATTICACCESSRAILINGHB
HB 5'-10"2'-10"3'-6"4'-8"
4'-4"5'-4"
5'-8"3'-8"3'-8"2'-4"7'-6"3'-4"7'-6"3'-4"
6'-4"3'5'-4"3'-8"3'-10"5'-6"RAILING5'-6"RAILINGTAPERED STONECOLUMN WRAP (TYP.)
4'X3' LANDING
8'9'-8"15'-6"4'6'-10"5'1ST FLOOR HEATED AREA
2ND FLOOR HEATED AREATOTAL HEATED AREA
FRONT ENTRY
BACK LANAI
DETACHED GARAGE
TOTAL UNDER ROOF
BACK DECK
BUILDING AREAS
1,154 SF
1,208 SF2,362 SF
76 SF
100 SF
660 SF
3,198 SF
440 SF
CONDITIONED SPACE = 21,258 CF
NOTES:
1. IF SHOWER HAS GLASS ENCLOSURE, SAFETY
GLAZING REQUIRED PER FBC R-308.4.5.
2. PROVIDE TEMPERED GLASS AS REQUIRED.
3. CONTRACTOR MUST VERIFY ALL DIMENSIONS.DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA1.1FLOOR PLANSPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
SHEET NUMBER SHEET NAME
CODE INFORMATION
BUILDING CODE:
CONSTRUCTION TYPE:
OCCUPANCY CLASS:
2020 FLORIDA BUILDING CODE RESIDENTIAL 7TH ADDITION2020 FLORIDA BUILDING CODE PLUMBING
2020 FLORIDA BUILDING CODE MECHANICAL
2017 NEC
5B
R-3
DRAWING INDEX
NOTE:
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY
OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDINGINSPECTORS USE PRIOR TO FRAMING INSPECTION.
A1.1
A1.2
A1.3
A1.4
A1.5
A2.1
A3.1
FLOOR PLANS
FOUNDATION AND ROOF PLANS
ELECTRIC PLANS
GARAGE PLAN VIEW SHEETS
GARAGE ELEVATIONS AND DETAILS
ELEVATIONS
DETAIL SHEET
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:30:58 PM
By Toni Gindlesperger at 4:57 pm, Aug 24, 2021
By Mike Jones at 1:56 pm, Sep 01, 2021
ROOF PLAN
SCALE: 1/4" = 1'-0"HIPHIP HIPHIPVALLEYVALLEYRIDGERIDGE
RIDGE125125125125 12 5125
6' OFF-RIDGE VENT4' OFF-RIDGE VENT
PROVDE ATTIC TRUSSES1'-4" OVERHANG(TYP.)2' OVERHANG1ST FLOOR ROOF
LINE (TYP.)2' OVERHANG1'-4" OVERHANG(TYP.)RIDGE125
2' OVERHANG12 5
2ND FLOOR ROOF
LINE (TYP.)
125 12 5RIDGE
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
SEE STRUCTURAL PLANS FOR NOTES AND DETAILS.
36" REF
W
WH
DW
RAILINGRAILING
RAILINGRAILING44'
11'30'10'10'5'
2'2'1'
A/C
4"
4"
4"
4"20'-4"9'-8"8'-2"2'1'-6"1'-6"6'-9"1'-9 1/2"8'-4"2'-5"12'-4"7'-2"7'6'-6"33'-8"10'-4"
4"10'4"9'-4"HB
HB2'2'4'-2"5'-4"1/8" PER 1' SLOPE1/8" PER 1'SLOPE3'X3' CONCRETESTOOP
LANDING 9'
11'16'-8"6'-2"9'-4"7'-8"5'-8"1'7'-4"1'4'-8"1'VENT CALCULATIONS
VENTED SOFFIT
VENTILATED ATTIC AREA: 1,276 SQ. FT.
1,276 / 300 = 4.25 SQ. FT.
4.25 SQ. FT. X 144 = 612 SQ. IN. TOTAL NET FREE VENT AREA
612 X 50% = 306 SQ. IN. NET FREE
SOFFIT REQUIREMENT = 6.55 SQ. IN. NET FREE PER LF
306 / 6.55 = 47 LF VENTED SOFFIT REQUIRED
OFF-RIDGE VENTS
VENTILATED ATTIC AREA: 1,276 SQ. FT.
1,276 / 300 = 4.25 SQ. FT.
4.25 SQ. FT. X 144 = 612 SQ. IN. TOTAL NET FREE VENT AREA
612 X 50% = 306 SQ. IN. NET FREE
(1) 4' AND (1) 6' OFF-RIDGE VENT REQUIRED
(4'-144 SQ. IN. EACH, 6'-216 SQ. IN. EACH, 8'-244 SQ. IN. EACH)DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA1.2FOUNDATION AND ROOF PLANSPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:30:59 PM
LIGHT FIXTURE / EXHAUST FAN
GFCI
WALL MOUNTED LIGHT FIXTURE
(2) 110V OUTLETS
SINGLE POLE SWITCH
(2) 110V WATERPROOF GFCI OUTLETS (INTERIOR)
(1) 220V DISCONNECT
LEGEND
THREE WAY SWITCH3
PRE-WIRE AND BRACE FOR CEILING FAN
WP/GFCI (2) 110V WATERPROOF GFCI OUTLETS (EXTERIOR)
SMOKE/CARBON MONOXIDE DETECTOR
LED FLOOD LIGHT
PENDANT LIGHTING
1'X4' LED LIGHT
CEILING MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
NOTES:
1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL
CODES. ELECTRICIAN TO VERIFY.
2. ALL FIXTURES TO BE LED.3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED.
CABLE OUTLET
PHONE OUTLET
1ST FLOOR ELECTRIC PLAN
SCALE: 1/4" = 1'-0"
2ND FLOOR ELECTRIC PLAN
SCALE: 1/4" = 1'-0"
GFCI BELOW
GFCI
GFCI
GFCI
GFCI ABOVE
GFCI
36" REF
GFCI
W D
GFCI
WH
GFCI
GFCI
DW
3
ELEC. PANELGFCI
GFCI
GFCI
GFCI
WP/GFCIA/C
AHU
WP/GFCI
WP/GFCI
WP/GFCI
WP/GFCI 3
3
3
3
PULL CHAIN IN ATTIC
HB
HB DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA1.3ELECTRIC PLANSPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:30:59 PM
LIGHT FIXTURE / EXHAUST FAN
GFCI
WALL MOUNTED LIGHT FIXTURE
(2) 110V OUTLETS
SINGLE POLE SWITCH
(2) 110V WATERPROOF GFCI OUTLETS (INTERIOR)
(1) 220V DISCONNECT
LEGEND
THREE WAY SWITCH3
PRE-WIRE AND BRACE FOR CEILING FAN
WP/GFCI (2) 110V WATERPROOF GFCI OUTLETS (EXTERIOR)
SMOKE/CARBON MONOXIDE DETECTOR
LED FLOOD LIGHT
PENDANT LIGHTING
1'X4' LED LIGHT
CEILING MOUNTED LIGHT FIXTURE
RECESSED LIGHT FIXTURE
NOTES:
1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL
CODES. ELECTRICIAN TO VERIFY.2. ALL FIXTURES TO BE LED.
3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED.
CABLE OUTLET
PHONE OUTLET
CEILING
10'12'GFCI
GFCI
WP/GFCI
HB
CEILING
10'12'GFCI
PULL CHAIN IN ATTIC
GARAGE ELECTRIC PLAN
SCALE: 1/4" = 1'-0"
GARAGE FLOOR PLAN
SCALE: 1/4" = 1'-0"
GARAGE
14'-0"X20'-2"
9'-1 1/8" PLATE HT.306830'
14'10'
HB16070 OHD8070 OHD
6'22'COVERED BREEZEWAY
TO HOUSE; SEE SITEPLAN
3'X4' CONCRETE
STOOP22"X32" ATTIC
ACCESS 3'1'4'HB
8'-3" X 9-1/2" RECESS 16'-3" X 9-1/2" RECESS1'-10 1/2"1'-9"1'-10 1/2"2'30'22'2"~1/8" PER 1' SLOPEGARAGE FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
GARAGE ROOF PLAN
SCALE: 1/4" = 1'-0"
HIP HIP1254' OFF-RIDGE VENT1'-4" OVERHANG(TYP.)HIPHIP
12512 5125
PROVDE ATTIC TRUSSES
3'
125 12 5
1' OVERHANG
(TYP.)
3'-8"13'-2"13'-2"
RIDGE
RIDGEGARAGE VENT CALCULATIONS
VENTED SOFFIT
VENTILATED ATTIC AREA: 660 SQ. FT.
660 / 300 = 2.20 SQ. FT.
2.20 SQ. FT. X 144 = 317 SQ. IN. TOTAL NET FREE VENT AREA
317 X 50% = 158.5 SQ. IN. NET FREE
SOFFIT REQUIREMENT = 6.55 SQ. IN. NET FREE PER LF
158.5 / 6.55 = 24 LF VENTED SOFFIT REQUIRED
OFF-RIDGE VENTS
VENTILATED ATTIC AREA: 660 SQ. FT.
660 / 300 = 2.20 SQ. FT.
2.20 SQ. FT. X 144 = 317 SQ. IN. TOTAL NET FREE VENT AREA
317 X 50% = 158.5 SQ. IN. NET FREE
(1) 6' OFF-RIDGE VENT REQUIRED
(4'-144 SQ. IN. EACH, 6'-216 SQ. IN. EACH, 8'-244 SQ. IN. EACH)DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA1.4GARAGE PLAN VIEW SHEETSPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:31:00 PM
LEFT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
0'-0" FINISHED FLOOR
9'-1 1/8" BEARING HEIGHT
14'-2 1/8" TOP OF ROOF
4" HARDIE TRIM (TYP.)
HARDIEBOARD LAP
SIDING (TYP.)
12 5
125
ARCHITECTURAL
SHINGLES (TYP.)
RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
0'-0" FINISHED FLOOR
9'-1 1/8" BEARING HEIGHT
14'-2 1/8" TOP OF ROOF
4" HARDIE TRIM (TYP.)
HARDIEBOARD LAP
SIDING (TYP.)
12 5
ARCHITECTURAL
SHINGLES (TYP.)
125
TYPICAL WALL SECTION
SCALE : 1" = 1'-0"
NOTE: THIS WALL SECTION IS FOR
AESTHETIC PURPOSES ONLY. VERIFY ALL
CONDITIONS SHOWN WITH BUILDER. SEE
STRUCTURAL PLANS FOR CONNECTIONS
AND TIE DOWN INFORMATION.
BEARING HEIGHT
12
RP SEE
ELEV.
1'-4"
2"X6" FRAMING (TYP.)
FIBERGLASS SHINGLES
PRE-ENGINEERED TRUSS ROOF SYSTEM
2X BLOCKING*
FIRE CAULKED*
TYPE "A" FLASHING
FASCIA STYLE
PER BUILDER
HARDIE SOFFIT (TYP.)DOUBLE 2X TOP PLATE WITH
APPROVED HURRICANE ANCHOR
AT ENDS OF EACH TRUSS
*IF WITHIN 3' OF PROPERTY LINE,
FIRE BLOCK AND FIRE CAULK
BETWEEN TRUSSES TO BOTTOM
OF ROOF DECK
R13 INSULATION
SEE ELEVATIONS FOREXTERIOR FINISH MATERIAL
DRYWALL OR OTHER FINISH
MATERIAL IF APPLICABLE (TYP.)
FBC R302.6: DWELLING-GARAGE SEPARATION
PROVIDE MINIMUM 1/2" GYP. BOARD FROM THE
RESIDENCE AND ATTICS, STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES
USED FOR SEPARATION REQUIRED BY THIS
SECTION AND GARAGES LOCATED LESS THAN
3' FROM A DWELLING UNIT ON THE SAME LOT.
PROVIDE MINIMUM 5/8" GYP. BOARD FROM
HABITABLE ROOMS ABOVE THE GARAGE.
R-30 INSULATION
TYPE X GYP. BOARD PER FBC
R302.6 WHERE REQUIRED
TYPE X GYP. BOARD PER FBC
R302.6 WHERE REQUIRED
FINISHED GRADE
12 5
ARCHITECTURAL
SHINGLES (TYP.)
125
BREEZEWAY DETAIL
SCALE: 1/4" = 1'-0"
1'-4"
TYPE "A" FLASHING
FASCIA STYLE
PER BUILDER
DOUBLE 2X TOP PLATE WITH
APPROVED HURRICANE ANCHOR
AT ENDS OF EACH TRUSS PER
STRUCTURAL
BEARING HEIGHT
4"X4" COLUMN (TYP.)
SEE STRUCTURAL FORFOOTERS AND ANCHORS
CONVENTIONAL FRAMING
4'
0'-0" FINISHED FLOOR
9'-1 1/8" BEARING HEIGHT
14'-2 1/8" TOP OF ROOF
CRAFTSMAN GARAGE
DOOR (TYP.)
4" HARDIE TRIM (TYP.)
REAR ELEVATION
SCALE: 1/4" = 1'-0"
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
ARCHITECTURAL
SHINGLES (TYP.)
6' OFF-RIDGE VENT
HARDIEBOARD LAP
SIDING (TYP.)
12 5125
0'-0" FINISHED FLOOR
9'-1 1/8" BEARING HEIGHT
14'-2 1/8" TOP OF ROOF
4" HARDIE TRIM (TYP.)
ARCHITECTURAL
SHINGLES (TYP.)
HARDIEBOARD LAP
SIDING (TYP.)
12 51251'1'
DORMER WITH
2020 FG
DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA1.5GARAGE ELEVATIONS AND DETAILSPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
8"X8" WOOD
COLUMN DETAIL
SCALE: 1/2" = 1'-0"
10"
8"
1"X6" TRIM
WOOD COLUMN
8"X8" FINISHED
DIMENSIONS
5 1/2"10"5 1/2"1"X6" TRIM
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:31:01 PM
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
STEPS TO GRADE; 4 OR
MORE RISERS WILL
REQUIRE A HANDRAIL (TYP.)
CONCRETE BLOCK
WITH STUCCO FINISH
125
ARCHITECTURAL
SHINGLES (TYP.)
12 5
3'-0" FINISHED FLOOR
12'-1 1/8" BEARING HEIGHT
13'-5 1/8" 2ND FLOOR
22'-6 1/4" BEARING HEIGHT
0'-0" FINISHED GRADE
28'-8 1/4" TOP OF ROOF
RAILING PER
BUILDER (TYP.)
HARDIEBOARD
SHAKE (TYP.)
4" HARDIE TRIM
(TYP.)
12" HARDIEBOARD
TRIM BOARD
BOARD AND BATTEN (TYP.)
HARDIEBOARD LAP
SIDING (TYP.)
TAPERED STONE
COLUMN WRAP; SEE
DETAIL THIS SHEET
SEE DETAIL THIS SHEET
FOR FRONT DOOR AND
WINDOW TRIM (TYP.)
FYPON 24" TALL GABLE
BRACKET OR EQUAL
(TYP.)
DECORATIVE WOOD
SHUTTERS (TYP.)
FYPON 18" TALL GABLE
BRACKET OR EQUAL
4" HARDIE FRIEZE
BOARD (TYP.)
1212 55125512
REAR ELEVATION
SCALE: 1/4" = 1'-0"
ARCHITECTURAL
SHINGLES (TYP.)
125 12 5
3'-0" FINISHED FLOOR
12'-1 1/8" BEARING HEIGHT
13'-5 1/8" 2ND FLOOR
22'-6 1/4" BEARING HEIGHT
0'-0" FINISHED GRADE
28'-8 1/4" TOP OF ROOF
WOOD BACK DECK;
PROVIDE STEPS TO
GRADE AS NEEDED
RAILING PER BUILDER
8"X8" COLUMN
WRAP (TYP.)
4' OFF-RIDGE VENT6' OFF-RIDGE VENT
HARDIEBOARD LAP
SIDING (TYP.)
LEFT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
125
ARCHITECTURAL
SHINGLES (TYP.)
12 5
3'-0" FINISHED FLOOR
12'-1 1/8" BEARING HEIGHT
13'-5 1/8" 2ND FLOOR
22'-6 1/4" BEARING HEIGHT
0'-0" FINISHED GRADE
28'-8 1/4" TOP OF ROOF
4" HARDIE TRIM
(TYP.)
HARDIEBOARD LAP
SIDING (TYP.)
WOOD BACK DECK;
PROVIDE STEPS TO
GRADE AS NEEDED
WOOD BACK DECK;
PROVIDE STEPS TO
GRADE AS NEEDED
RAILING PER BUILDER
(TYP.)
CONCRETE BLOCK
WITH STUCCO FINISH
4" HARDIE TRIM (TYP.)
12" HARDIEBOARD
TRIM BOARD
BOARD AND BATTEN (TYP.)
ROOF OVERHANG
FRONT ENTRY BEYOND
RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
3'-0" FINISHED FLOOR
12'-1 1/8" BEARING HEIGHT
13'-5 1/8" 2ND FLOOR
22'-6 1/4" BEARING HEIGHT
0'-0" FINISHED GRADE
28'-8 1/4" TOP OF ROOF
4" HARDIE TRIM
(TYP.)
12" HARDIEBOARD
TRIM BOARD
BOARD AND BATTEN (TYP.)
8"X8" COLUMNWRAP (TYP.)
12 5
ARCHITECTURALSHINGLES (TYP.)
125
WOOD BACK DECK;
PROVIDE STEPS TO
GRADE AS NEEDED
PROVIDE STEPS TO
GRADE AS NEEDED
RAILING PER BUILDER
(TYP.)
HARDIEBOARD LAP
SIDING (TYP.)
WINDOW TRIM DETAIL
SCALE: 1/2" = 1'-0"
2"2"
2"2"
2X SILL
1"X6"
1"X6"1"X6"
1"X4"DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA2.1ELEVATIONSPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
COLUMN DETAIL
SCALE: 1/2" = 1'-0"
8"
1'-6"3'4"2"1"
2"
10"5 1/2"1"X6" TRIM
1'-2"1"1"
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:31:01 PM
TYPICAL WALL SECTION
SCALE : 1" = 1'-0"
SEE ELEVATIONS FOR
EXTERIOR FINISH MATERIAL
R13 INSULATION
NOTE: THIS WALL SECTION IS FOR AESTHETIC
PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN
WITH BUILDER. SEE STRUCTURAL PLANS FOR
CONNECTIONS AND TIE DOWN INFORMATION.
BEARING HEIGHT
1'-4"
16" FLOOR TRUSS
DRYWALL OR OTHER FINISH
MATERIAL IF APPLICABLE
R13 INSULATION
2ND FLOOR
2"X6" FRAMING (TYP.)
2"X6" FRAMING (TYP.)
FASCIA STYLEPER BUILDER
VINYL SOFFIT (TYP.)
TAMKO SHINGLES OR APPROVED EQUAL
PRE-ENGINEERED TRUSS ROOF SYSTEM
R-38
INSULATION
5/8" GYP. BOARD
12
RP SEEELEV.
DOUBLE 2X TOP PLATE WITHAPPROVED HURRICANE
ANCHOR AT ENDS OF EACH
TRUSS
*IF WITHIN 3' OF PROPERTY LINE, FIRE
BLOCK AND FIRE CAULK BETWEEN
TRUSSES TO BOTTOM OF ROOF DECK
FIRE CAULKED*
2X BLOCKING*
BEARING HEIGHT
PROVIDE DRAFT STOPPING AS
REQUIRED PER FBC R-302.12
DRYWALL OR OTHER FINISHMATERIAL IF APPLICABLE (TYP.)
TYPE X GYP. BOARD PER FBC
R302.6 WHERE REQUIRED
FBC R302.6: DWELLING-GARAGE SEPARATIONPROVIDE MINIMUM 1/2" GYP. BOARD FROM THE
RESIDENCE AND ATTICS, STRUCTURE(S)
SUPPORTING FLOOR/CEILING ASSEMBLIES
USED FOR SEPARATION REQUIRED BY THIS
SECTION AND GARAGES LOCATED LESS THAN
3' FROM A DWELLING UNIT ON THE SAME LOT.
PROVIDE MINIMUM 5/8" GYP. BOARD FROM
HABITABLE ROOMS ABOVE THE GARAGE.
TYPE X GYP. BOARD PER FBC
R302.6 WHERE REQUIRED
R-30 INSULATION
SECTION A-ATHROUGH WINDOW JAMB
FLASHING
SEALANT BEADBEHIND MOUNTING
FLANGE.
JAMB FLASHING4
1
STEPS
2
3
4
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
SECURE WRBAT HEAD
HEAD FLASHING
A
61 8 12"A
JAMB FLASHING5
6
5
6
APPLY CONT. SELF ADHESIVE FLASHING THATEXTENDS AT LEAST 4" BEYOND ROUGH OPENING.
3
CUTLINE9"
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,PLUMB, AND LEVEL CONDITION. USE CORROSIONRESISTANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER SPECIFICATIONS.
SILL FLASHING
9"
1
6
9"135°
1
SEALANT
WINDOW INSTALLATION
SCALE: N.T.S.
IN WATER SHEDDING FASHION, STARTING AT THEBASE OF THE WALL & WORKING TOWARDS THE TOP,
INSTALL THE WRB TO THE FACE OF THE SHEATHING.
CUT AT INVERTED "Y".
INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THATEXTENDS 4" BEYOND OPENING.
APPLY BEAD OF SEALANT AT BACK OF WINDOW
FLANGE & SET WINDOW USING PAN HEAD SCREWSTO FACILITATE INSPECTION.
APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THEWINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING.
REMOVE PREVIOUSLY APPLIED TAPE,ALLOWING WRB TO LAY FLAT OVER HEAD
FLASHING. APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT - SEE DIAGRAM.
FLASHING AT HEAD EXTENDS
1" BEYOND JAMB FLASHING.
EXTEND JAMB FLASHING TOOVERLAP SILL FLASHING. EXTEND
JAMB FLASHING 8-1/2" ABOVEROUGH OPENING AT HEAD. TUCKTOP OF JAMB FLASHING UNDER
THE FLAP OF WRB AT THE HEAD.SEE DIAGRAM.
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
EMBED BOTTOM OF THE HEAD FLASHING
AGAINST THE PREVIOUSLY APPLIEDSEALANT (FLASHING GOES OVER SEALANT).EXTEND HEAD FLASHING BEYOND EACH
JAMB FLASHING. FASTEN IN PLACE.
AT A 45 DEGREE ANGLE,CAREFULLY CUT THE BARRIER ONA DIAGONAL. GENTLY RAISE THE
TOP EDGE OF THE BARRIER UP ANDTAPE THE TOP CORNERS ANDCENTER TO THE EXTERIOR WRB
SURFACE ABOVE.
APPLY A 4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THEWINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING.
WEATHER RESISTANT BARRIER (WRB)
5
FLASHING DETAILS AND SHINGLE INFORMATION
SCALE : 3" = 1'-0"
SHINGLES:
UL CLASS A FIRE RATING: ASTM D 3018, TYPE I
VALLEY FLASHING:
26 GA. GALVANIZED, 18" WIDE
FASTENING:
(4) 11 OR 12 GAUGE NAILS 1-1/4" LONG WITH 3/8" Ø HEAD
UL WIND RESISTANCE:
UASTM D 3161, TYPE I (MODIFIED TO 110 MPH)2-1/2"2-3/4"
26 GAUGE GALVANIZED
2-1/2" METAL DRIP EDGEA
5"5"26 GAUGE GALVANIZED
5"X5" ANGLE FLASHINGB 32 GAUGE GALVANIZED
"Z" FLASHINGC1/2"2-1/8"3/8" OR 5/8"
PIPE BOOT
GALVANIZED METAL FLANGE
PLUMBING STACK FLASHING DETAIL
NOT TO SCALE
OFF RIDGE VENT DETAIL
NOT TO SCALE
FIBERGLASS SHINGLE ROOFING OVER
UNDERLAYMENT
INSTALL SHINGLES OVER ORV VENTFLANGE AT HEAD
GALVANIZED METAL ORV WITH BAFFLE SET IN
PLASTIC ROOF CEMENT OR SEALANT
SCREEN
INSTALL ORV FLANGE OVERSHINGLES AT BASE
7/16" OSB OVER
PRE-ENGINEERED WOOD
TRUSSES
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER
LINE OF VALLEY. SEE MANUFACTURERS WRITTEN
INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION.2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE.
OVER PRE-ENGINEEREDWOOD TRUSSES
VALLEY FLASHING DETAIL
NOT TO SCALE
24" WIDE METAL VALLEY
FLASHING OVER 15# FELT
OVER 7/16" OSB
DOOR FLASHING INSTALLATION AND DETAIL
SCALE: N.T.S.
APPROVED WEATHER BARRIER OVER USB
CUT WEATHER BARRIER IN AND
AROUND JAMBS
SET THRESHOLD IN BED OF
SEALANT
INSTALL 4" WIDE SELF-ADHERING
MEMBRANE FLASHING OVERLAPPING DOOR
FRAME BY 1/4" AND 1" BEYOND DOOR JAMB
INSTALL 4" WIDE SELF-ADHERINGMEMBRANE FLASHING OVERLAPPING
DOOR FRAME BY 1/4"
R703.4 FLASHING:
APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED
SHINGLE-FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THEWALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL
FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE
EXTERIOR WALL FINISH. APPROVED ANTI-CORROSION RESISTANT FLASHING SHALL
BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH
FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCOCOPINGS.
2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR
ASSEMBLY OR WOOD FRAMED CONSTRUCTION.
5. AT ALL WALL AND ROOD INTERSECTIONS.
6. AT BUILT IN GUTTERS.
GUARDRAIL NOTE:
DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING
CODES R312.1 FOR GUARDRAIL REQUIREMENTS AND OPENINGS.
*HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR
GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR
GRADE.
*OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF
SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALLNOT ALLOW SPHERE GREATER THAN 4-3/8" IN DIAMETER TO PASS THROUGH.
GENERAL NOTES:
1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O.
2. 5/8" TYPE "X' GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS
ABOVE PER FBC R302.6.3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5.
4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE).
HANDRAIL NOTE:
DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING
CODES R311.7.8 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE.*HEIGHT: MUST BE BETWEEN 34-38" MEASURED VERTICALLY FROM SLOPED PLANE.
*CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT
DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD
TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE
ALLOWED TO BE INTERRUPTED BY NEWEL POSTS.
*SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1-1/4"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4-6"
PERIMETER IF NOT CIRCULAR.
STAIR NOTE:
DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING
CODES R311.7.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS.
*RISERS: 7-3/4" MAXIMUM WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER.
TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN LONGEST AND SHORTESTTREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25".
*WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31-1/2" BELOW HANDRAIL.
GUARDRAIL DETAIL
SCALE : 1 1/2" = 1'-0"3'TO REJECT PASSAGEOF 2" SPHERETO REJECT PASSAGE
OF 4" SPHERE
TOP OF FINISH FLOOR
8" CMU; SEE STRUCTURAL
CONCRETE FOOTING; SEE
STRUCTURAL
DRYWALL OR OTHER FINISH
MATERIAL IF APPLICABLE
SEE ELEVATIONS FOR
EXTERIOR FINISH MATERIAL
NOTE: THIS WALL SECTION IS FOR
AESTHETIC PURPOSES ONLY. VERIFY
ALL CONDITIONS SHOWN WITH
BUILDER. SEE STRUCTURAL PLANS
FOR CONNECTIONS AND TIE DOWN
INFORMATION.
TYPICAL WALL SECTION
(STEM WALL OPTION)
SCALE : 1" = 1'-0"
4 1/4"
STONE APPLICATION DETAIL
SCALE: N.T.S.
EXTERIOR WALLS SHALL HAVE THE EXT.
SHEATHING RAISED OFF OF THE
CONCRETE FOUNDATION AND ALIGNED
WITH THE FACE OF THE FOUNDATION
STONE OVER LATH & BARRIER
TERMINATE STONE AT BASE OF WOOD
STRUCTURE PER ASTM C-929 A2.2.2
DRIP SCREED PER ASTM 1063-03CONCRETESLAB
P.T. 2x4 SILL
PLATE W/ SEAL
BRICK @ FOUNDATION DETAIL
SCALE: N.T.S.
1" AIRSPACE
RUBBER FLASHING MEMBRANE
WEEPHOLE @ 32" O.C.
GROUT SOLID
10" MIN.7-3/4" MAX.STAIR DETAIL
SCALE : 1 1/2" = 1'-0"34"-38"DateSheet
Scale
Drawn
Date
WESNo.RevisionsBy7654321Not valid unless embossed by a sealSCSShields CAD Services243 Tarrasa Drive | Jacksonville, FL 32225Phone : (904) 241-1540Website: www.scsjax.com - Email: billeshields@gmail.comA3.1DETAIL SHEETPROPOSED 2 STORY RESIDENCE0 MARSH VIEW COURT | ATLANTIC BEACH, FL 3223303-11-21
AS SHOWN
C:\Users\bille\OneDrive\1-Drawings\XL Properties\0 Marsh View Court 2 Story\2021-03-11 Marsh View Court.dwg, 3/11/2021 1:31:02 PM