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5" 12" 5" 12" 5" 12" 5" 12" 5" 12" 5" 12" 5" 12" 5" 12" 5" 12" FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM ELEV. @ 9'-4" TOP OF BEAM ELEV. @ 9'-4" TILE OR SHINGLE ROOF 3080 ENTRY 25 SH 16080 OHGD 8'-0" 6" RAISED DECOR BAND 6" RAISED DECOR BAND 4" RAISED DECOR BAND 1'-4" 1'-4" 1'-4" FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM ELEV. @ 9'-4" TOP OF BEAM ELEV. @ 9'-4" TILE OR SHINGLE ROOF 2-25 SH 8'-0" 8080 SL GL DR 1'-4" 1'-4" FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM ELEV. @ 9'-4" TOP OF BEAM ELEV. @ 9'-4" 8'-0" TILE OR SHINGLE ROOF 25 SH 25 SH 25 SH DECO TEXTURE FINISH OVER CONC BLOCK 1'-4" 1'-4" 1'-4" 2'-3" 2'-0" FINISH FLOOR ELEV. @ 0" FINISH FLOOR ELEV. @ 0" TOP OF BEAM ELEV. @ 9'-4" TOP OF BEAM ELEV. @ 9'-4" 25 SH 25 SH 8'-0" DECO TEXTURE FINISH OVER CONC BLOCK TILE OR SHINGLE ROOF 1'-4" 1'-4" 2'-3" 2'-0" SCALE: DATE: DRAWN BY: CHECKED BY: PLAN: REVISED: DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION 1/4" = 1' - 0" L:\0-New Data\1-MASTER 2019\2019-BUILDERS\DR HORTON 2019\MODELS\1444 A & B BFS\REVIT\1444 RH DRH.rvt A - 1 AR ELEVATION 1444 MODEL 06/26/20 ADDRS: Enter address here GCD JOB # 1/4" = 1'-0" FRONT ELEVATION "AR" 1/4" = 1'-0" REAR ELEVATION "AR" 1/4" = 1'-0" LEFT ELEVATION "AR" 1/4" = 1'-0" RIGHT ELEVATION "AR"
8

MODEL 1444...RH DRH.rvt A-2 AR SLAB & PLUMBING MODEL 1444 09/04/19 ADDRS: Enter address here GCD JOB # 1/4" = 1'-0" SLAB & PLUMBING "AR" WH HB HB PLAN NOTES 1) VERIFY ALL ROUGH OPENING

Jun 27, 2020

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  • 5"

    12"

    5"

    12"

    5"

    12"5"

    12"

    5"

    12"5"

    12"

    5"

    12"

    5"

    12"

    5"

    12"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEAMELEV. @ 9'-4"

    TOP OF BEAMELEV. @ 9'-4"

    TILE OR SHINGLE ROOF

    3080 ENTRY 25 SH 16080 OHGD

    8'-0

    "

    6" RAISED DECOR BAND6" RAISED DECOR BAND

    4" RAISED DECOR BAND

    1'-4"1'-4"1'-4"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEAMELEV. @ 9'-4"

    TOP OF BEAMELEV. @ 9'-4"

    TILE OR SHINGLE ROOF

    2-25 SH

    8'-0

    "

    8080 SL GL DR

    1'-4"1'-4"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEAMELEV. @ 9'-4"

    TOP OF BEAMELEV. @ 9'-4"

    8'-0

    "

    TILE OR SHINGLE ROOF

    25 SH 25 SH 25 SH

    DECO TEXTURE FINISH

    OVER CONC BLOCK

    1'-4"

    1'-4"1'-4"

    2'-3

    "

    2'-0"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEAMELEV. @ 9'-4"

    TOP OF BEAMELEV. @ 9'-4"

    25 SH 25 SH

    8'-0

    "

    DECO TEXTURE FINISH

    OVER CONC BLOCK

    TILE OR SHINGLE ROOF

    1'-4"1'-4"

    2'-3

    "

    2'-0"

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    1/4" = 1'-0"

    L:\0

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    019\2

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    UIL

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    BFS\R

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    A-1 AR

    ELEVATION

    1444

    MO

    DEL

    06/26/20

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    D J

    OB #

    1/4" = 1'-0"

    FRONT ELEVATION "AR"

    1/4" = 1'-0"

    REAR ELEVATION "AR"

    1/4" = 1'-0"

    LEFT ELEVATION "AR"

    1/4" = 1'-0"

    RIGHT ELEVATION "AR"

  • WH

    HB

    HB

    AHU

    RANG

    E

    WAS

    HER

    DRYER

    PAVERS BY OTHERS

    29'-8"

    70

    '-0

    "

    70

    '-0

    "

    29'-8"

    14'-4" 15'-4"

    1'-0" 13'-4"

    8'-0

    "4

    9'-8

    "5

    '-4

    "7

    '-0

    "

    10'-0" 19'-8"

    16'-0" X 8'-0" O.H. GARAGE DOOR

    6" X 12" RECESS

    PAVERS BY OTHERS

    1'-9 1/2" 3'-5" 4'-9 1/2"

    1'-0" 9'-0" 1'-10" 16'-0" 1'-10"

    RUN CONDUIT

    FOR ELECTRIC

    AT ISLAND

    PROVIDE 1/4" WATER

    LINE @ REF. SPACE

    FOR ICE MAKER

    2" SLO

    PE

    14

    '-2

    "3

    '-6

    "3

    '-4

    1/2

    "3

    '-8

    "2

    2'-1

    1 1

    /2"

    2'-8

    "1

    9'-8

    "

    24

    '-9

    "1

    0'-1

    1 1

    /2"

    2'-0

    1/2

    "1

    1'-1

    1"

    10'-6" 2'-2" 17'-0"

    6'-10" 14'-10" 2'-2" 2'-6" 3'-4"

    5'-0" TUB/ SHWR

    REF. SPACE

    4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #

    10/10 W.W.M. REINFORCING OVER 6

    MILL VISQUEEN BARRIER ON

    MECHANICALLY COMPACTED FILL @ 95%.

    THE FINISH FLOOR SLAB SHALL BE SET

    ABOVE BASE FLOOD ELEVATION PER FEMA

    FLOOD MAP PLUS 1'-0" FREEBOARD PER

    FBCR R322.2.1. SEE SITE PLAN BY OTHERS

    ELEV. @ 0'-0"

    ELEV. @ 0'-(-4")

    ELEV. @ 0'-(-4")

    ELEV. @ 0'-(-4")

    1'-0

    "4

    '-4

    "1

    '-0

    "7

    '-0

    "

    1'-7

    1/2

    "3

    '-1

    "3

    '-1

    1/2

    "

    10'-7 1/2" 14'-4" 4'-8 1/2"

    STANDARD SGD RECESS 1-1/2"

    IMPACT GLASS SGD RECESS 2-1/2".

    4'-0" 8'-2" 2'-2"

    SET A/C PAD ABOVE FLOOD

    W/ 1'-0" FREEBOARD PER

    FBCR R322.2.1

    LOWEST POINT OF GARAGE SHALL BE SET ABOVE

    BASE FLOOD ELEVATION PER FEMA FLOOD MAP

    TILE SHOWER

    RECESS 3-1/2"

    DBL

    SIN

    K

    SET W/H ABOVE

    FLOOD W/ 1'-0"

    FREEBOARD PER

    FBCR R322.2.1

    PROVIDE TERMITE TREATMENT

    WITH "BORA CARE"

    DW

    OR DOORS

    21" MIN. TO

    FIXTURES, WALLS 1'-9"

    8'-0

    "36" MAX.

    OR DOORS

    21" MIN. TO

    FIXTURES, WALLS

    MIN.

    1'-0"

    19

    " M

    IN.

    19

    " M

    IN.

    15" MIN.

    TO FINISH

    FRONT ELEVATION SIDE ELEVATION

    WATER CLOSET CLEARANCE DETAIL

    8'-0

    "

    FRONT ELEVATION SIDE ELEVATION

    VANITY SINK CLEARANCE DETAIL

    4"

    2'-5

    1/2

    "

    8'-0

    "

    VARIES

    4"

    2'-5

    1/2

    "VARIE

    S

    VARIES

    8'-0

    "

    MIRROR

    FAUCET

    KICK PLATE

    FAUCET

    MIRROR

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    L:\0

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    ata

    \1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

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    ORTO

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    \1444 A

    & B

    BFS\R

    EVIT

    \1444 R

    H D

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    vt

    A-2 AR

    SLAB & PLUMBING

    14

    44

    MO

    DEL

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    1/4" = 1'-0"

    SLAB & PLUMBING "AR"

  • WH

    HB

    HB

    PLAN NOTES

    1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR

    ALL WINDOWS AND DOORS

    2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT

    PER FLORIDA BUILDING CODE R 308.4.2.

    3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER

    PER FLORIDA BUILDING CODE R 308.4.5.

    4) NON BEARING INTERIOR FRAME WALLS SHALL BE

    FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL

    NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

    5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD

    GARAGE DOOR HARDWARE

    6) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @

    34 1/2" A.F.F.

    7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL

    BATHROOM AREAS

    8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES

    @ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG

    RESISTANT PER SEC. 702.3.5

    9) THE GARAGE SHALL BE SEPARATED FROM THE

    RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM

    BOARD APPLIED TO THE GARAGE SIDE. GARAGES

    BENEATH HABITABLE ROOMS SHALL BE SEPARATED

    WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD

    OR EQUIVALENT. WHERE THE SEPARATIION IS A

    FLOOR - CEILING ASSEMBLY, THE STRUCTURE

    SUPPORTING THE SEPARTION SHALL ALSO BE

    PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD

    OR EQUIVALENT

    10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN

    LIVING AND GARAGE PER FLORIDA BUILDING CODE

    R302.1.5.

    11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST

    COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR

    PROVIDED WITH AN APPROVED WINDOW FALL

    PRVENTION DEVICE

    12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &

    LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"

    INCREMENT.

    13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE

    INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.

    DOOR HEADERS6'-8" BI-FOLD

    6'-8" SWING

    8'-0" SWING

    HEADER HEIGHT 82" A.F.F.

    82 1/2" A.F.F.

    98 1/2" A.F.F.

    HEADER HEIGHT

    HEADER HEIGHT

    CABINET BACKING

    KITCHEN

    MASTER BATH

    GUEST BATH

    LAUNDRY ROOM

    UPPER TOP @ 84" BASE TOP @ 35"

    UPPER

    UPPER

    UPPER TOP @ 84"

    BASE TOP @ 35"

    BASE TOP @ 31"

    BASE

    5'-10" 6'-4" 6'-4" 11'-2"

    14'-4" 15'-4"

    6'-10" 8'-0" 4'-10" 3'-10" 6'-2"

    70

    '-0

    "

    8'-0

    "2

    2'-3

    "6

    '-6

    "7

    '-0

    "8

    '-4

    "5

    '-7

    "

    12

    '-8

    "2

    '-1

    "4

    '-6

    "3

    '-4

    "2

    '-4

    "1

    1'-5

    "1

    1'-0

    "2

    '-8

    "2

    0'-0

    "

    29'-8"

    MASTER SUITE

    STUDY

    BEDROOM #2

    2 CAR GARAGE

    KITCHEN

    GREAT ROOM

    LANAI

    ENTRY

    AHU

    DRYER

    WAS

    HER

    1'-0

    "7

    '-0

    "2

    '-0

    "1

    4'-0

    "1

    3'-0

    "2

    0'-8

    "4

    '-4

    "1

    '-0

    "7

    '-0

    "

    29'-8"

    10'-0" 19'-8"

    1'-0"1'-0" 3'-0" 1'-5" 3'-7"

    1'-0" 9'-0" 1'-10" 16'-0" 1'-10"

    25

    '-9

    "1

    1'-5

    "3

    2'-1

    0"

    1'-0" 13'-4" 4'-9" 10'-7"

    B

    AA

    A

    A

    AA

    12" SHELF

    12" SHELF

    2

    2

    2

    2

    2

    1

    2

    2

    5

    3

    12" SHELF

    12" SHELF

    EGRESS

    UTILITY

    5'-0" TUB/SHWR

    BATH #2

    10'-7 1/2" 14'-3 1/2" 4'-9"

    EGRESS

    EG

    RES

    S

    16'-0" X 8'-0" O.H. GARAGE DOOR

    22" X 54" ATTIC

    ACCESS

    MIN. R-13 OR BETTER

    INSULATION

    FOYER

    VERIFY LOCATION W/ SITE

    PLAN, A/C NOT TO

    ENCROACH EASEMENT

    ESCAPE

    2017

    ACCESSIBLE

    8'-0

    "4

    9'-8

    "1

    2'-4

    "

    70

    '-0

    "

    13

    '-2

    "3

    '-9

    "4

    '-1

    "7

    '-4

    "4

    '-4

    "

    LINEN

    12" SHELF

    5

    2

    5

    LOWEST POINT OF GARAGE SHALL BE SET ABOVE

    BASE FLOOD ELEVATION PER FEMA FLOOD MAP

    NOTE: INSTALL 1-3/8" THICK

    SOLID WOOD DOOR BETWEEN

    LIVING & GARAGE PER R302.5.1

    EG

    RES

    S

    4'-3

    "5

    '-4

    "2

    '-0

    "

    2X6 KNEEWALL

    34 1/2" HIGH

    REF. SPACE

    OVERH

    EAD C

    ABIN

    ETS

    DBL

    SIN

    K

    1'-4" 2'-2"

    DW

    MIR

    .

    12" SHELF

    12" S

    HELF

    2

    2

    2

    6

    MASTER

    BATH

    W.I.C.

    MIR

    .

    14'-10" 4'-10" 3'-0" 7'-0"

    LINEN

    OVERHD

    CABS

    TILE SHOWER

    RECESS 3-1/2"

    3'-8 1/2"

    3'-8

    "

    PANTRY

    SEE NOTE 9

    6" W

    ALL

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    42" KNEEWALL W/

    GLASS ON TOP

    4'-0" 8'-2" 2'-2"

    FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD

    1/2"

    3 1/2"

    1/2"

    FACE OF EXTERIOR WALL

    1/2"

    3 1/2"

    1/2"TYPICAL DIMENSION STRING

    TOILET PAPER ROLL

    2'-6"

    1'-8"

    TOWEL BAR

    4'-0"

    3'-2"

    MIN.

    4"

    MIN.

    4"

    BATHROOM NOTES

    ALL TUB DECKS @ 21" A.F.F

    ALL BLOCKING TO BE PT IN SHOWERS

    TOWEL BAR

    TP TOILET PAPER

    TB

    INTERIOR DOOR SCHEDULE

    MARK

    1

    2

    3

    DOOR WIDTH NOTES

    P.K. = POCKET DOOR

    B.F. = BI-FOLD DOOR

    B.P. = BI-PASS DOOR

    L.V. = LOUVERED DOOR

    4

    5

    6

    7

    8

    3'-0"

    2'-8"

    2'-6"

    2'-4"

    2'-0"

    1'-8"

    1'-6"

    2'-10"

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    L:\0

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    A-3 AR

    FLOOR

    14

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    1/4" = 1'-0"

    FLOOR PLAN "AR"

    SQUARE FOOTAGE

    LANAI AREA 115 SF

    LIVING AREA 1444 SF

    ENTRY AREA 53 SF

    GARAGE AREA 395 SF

    TOTAL AREA 2007 SF

    DOOR SCHEDULEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY

    1 3080 ENTRY DISTINCTION 8'-0" 3'-0" 1

    2 2-4080 SL. GL. DR. DISTINCTION 8'-0" 8'-0" 1

    3 16080 OHGD GARAGE 8'-0" 16'-0" 1

    WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY

    A 25 SH 5'-3" 3'-1" 6

    B 2-25 SH 5'-3" 6'-4" 1

    OPT IMPACT GLASS MAY BE INSTALLED IN

    LIEU OF SHUTTERS VERIFY W/ CONTRACT

  • WH

    HB

    HB

    MASTER SUITE

    STUDY

    BEDROOM #2

    GARAGE

    KITCHEN

    GREAT ROOM

    LANAI

    ENTRY

    RID

    GE

    HIPH

    IP

    HIP

    HIP

    HIP H

    IP

    RID

    GE

    VAL

    LEY

    22" X 54"

    ATTIC ACCESS

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    MODEL 1443 A: ATTIC VENTILATION FBCR R806

    SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)

    AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED

    MARK SOFFIT

    2253.4 SQ. FT.

    ATTIC AREA/150

    6.09% -.-- SQ. FT. -.-%

    COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS

    (R.V.)

    ROOF VENTS ARE NOT REQUIRED

    32" BASE2

    2-3

    /8" BASE

    LOMANCO 770-D

    0.97 SQ. FT. FREE AIR

    (NO ROOF VENTS)

    15.02 SQ.FT.

    "SOFFIT ONLY" QUALIFIES

    SOFFIT MODEL

    ACM QUAD 4, FULL VENT,

    NARROW PATTERN,

    8.15% FREE AIR FLOW

    ATTIC

    246.7 SQ. FT.

    MIN AIR FLOW OF SOFFIT

    ROOF VENT MODEL

    1st STORY

    REQ'D AIR FLOW

    OF SOFFIT

    QUAD 4 SOFFIT

    HAS

    8.15%

    ATTIC AREA/300QUANTITY OF

    ROOF VENTS

    -

    BEARING HEIGHT

    = BEARING @ 9'-4"

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    L:\0

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    019\2

    019-B

    UIL

    DERS\D

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    A-4 AR

    ROOF

    14

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    1/4" = 1'-0"

    ROOF PLAN "AR"

  • WH

    HB

    HB

    TV

    TV

    TV

    TV

    4

    4

    4

    T3

    T

    P

    P

    P

    3

    EXH. FAN

    W/ LIGHT

    EXH. FAN

    EXH. FAN

    W/ LIGHT

    PRE- WIRE FOR

    FAN (TYP.)

    PRE- WIRE FOR

    FAN (TYP.)

    PRE- WIRE FOR

    FAN (TYP.)

    WP/GFI

    SD

    SCD

    GFI

    GFI

    GFI

    GFI

    GFI

    GFI

    GFI

    D

    DB WP/GFI

    SDSCD

    GFI @ 42"

    A.F.F. GFI @ 42"

    A.F.F.

    NOTE: VERIFY LOCATION

    OF GFI PER DECO

    BANDING

    ELECTRIC METERSTUB OUT FOR

    GARAGE DOOR

    OPENER

    WP/GFIATTIC

    LIGHTGFI

    GFI

    E

    SD

    SCD

    D

    KEYLESS

    D

    D

    D

    D

    D

    A/C DISCONNECT

    A/C DISCONNECT

    PRE- WIRE FOR

    FAN (TYP.)

    VP

    A

    OPTA

    OPT

    A

    OPTA

    OPT

    PRE- WIRE FOR

    FAN (TYP.)

    GFI

    GFI

    H H

    E

    E

    200 AMP PANEL

    A

    A

    J

    ELECTRICAL NOTES:

    ALL OUTLETS IN WET AREAS AND ALL

    ALL ELECTRIC, ELECTRICAL EQUIPMENT ABD APPLIANCES TO BE SET AT

    OR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.

    ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER

    RESISTANT RECEPTACLES SHALL BE INSTALLED

    INSTALL PHONE AND T.V PER CONTRACT.

    IN DWELLING UNITS PER N.E.C 210.12 AND 406.11

    EXTERIOR OUTLETS TO BE GFI'S.

    NOTE: NOT ALL SYMBOLS ARE USED FOR THIS

    PROJECT.

    SURFACE MOUNTED CEILING LIGHT

    TELEVISION RECEPTION OUTLET

    AC/DC SMOKE DETECTOR

    TO BE INTERCONNECTED

    WALL MTD. BRACKET LIGHT

    DIMMER SWITCH

    3 WAY SWITCH

    SINGLE POLE SWITCH

    TELEPHONE OUTLET

    MOTION SENSOR SWITCH

    A/C DISCONNECT

    DUPLEX FLOOD LIGHT

    TRACK MTD. LIGHTS

    EXHAUST FAN

    PUSH BUTTON (PB) / DOOR BELL (DB)

    RECESSED LIGHT

    1/2 SWITCHED DUPLEX OUTLET

    DUPLEX RECEPTACLE OUTLET

    4-PLEX RECEPTACLE OUTLET

    220 V RECEPTACLE OUTLET

    SINGLE RECEPTACLE OUTLET

    DUPLEX RECEPTACLE AT ELEV. A.F.F.

    ELECTRICAL PANEL

    ELECTRICAL METER

    120 V JUNCTION BOX

    DUPLEX RECEPTACLE - ABOVE COUNTER

    3

    D

    SD

    TV

    ELECTRICAL LEGEND

    2' UNDER COUNTER LIGHT

    4' FLUORESCENT LIGHT

    INTERCOMIC

    KP

    KEYPAD

    ANY RESIDENT HAVING A FOSSIL-BURNING

    HEATER OR APPLIANCE, A FIREPLACE, OR

    AN ATTACHED GARAGE SHALL HAVE AN

    OPERATIONAL CARBON MONOXIDE ALARM

    INSTALLED WITHIN 10 FEET OF EACH

    ROOM USED FOR SLEEPING PERPOSES.

    PER RULE 9B-3.04.72

    SD (SMOKE DETECTOR)

    SCD (CARBON MONOXIDE/ SMOKE

    DETECTOR)

    AFF

    MS

    INSTALL ALL ELECTRICAL PER NEC 2014

    SCD

    T

    ELECTRICAL PLAN 1444

    200 AMP SERVICE

    TAG

    A

    B

    C

    D

    E

    F

    G

    H

    I

    J

    K

    L

    M

    N

    O

    P

    Q

    QUANTITY PRODUCT

    (4)

    (X)

    (2)

    (7)

    (3)

    (X)

    (X)

    (3)

    (X)

    (X)

    (1)

    (1)

    (X)

    (X)

    (X)

    (X)

    (X)

    (RECESSED CANS)

    (VAPORS)

    (PENDANT LIGHT

    (10" MUSHROOMS)

    (24" 3 LT)

    (36" 4 LT)

    (NOT USED)

    (COACH LIGHTS)

    (J BOX)

    (4' FLUORESCENT)

    (2' FLUORESCENT)

    (5LT CHANDELIER)

    (3 LT )

    (PENDANT/ NOOK)

    (X)

    (X)

    200 AMP ELECTRICAL RISER DIAGRAM

    200 AMP

    PANELM

    (2) 4/0 AL & (1) 1/0 AL

    OR CU EQUIVALENT

    #6 CU MIN. TO (2) GROUND RODS,

    AT LEAST 6FT APART.

    POWER CO.

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    L:\0

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    019-B

    UIL

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    ELS

    \1444 A

    & B

    BFS\R

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    \1444 R

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    A-5 AR

    ELECTRICAL

    14

    44

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    AD

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    OB #

    1/4" = 1'-0"

    ELECTRICAL PLAN "AR"

  • RESIDENTIAL SPECIFICATIONS

    1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

    THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL

    REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING

    CONDITIONS TO THE DESIGNER 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 CONSTRUCTED 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 2,000

    PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO

    THE DESIGNER PRIOR TO COMMENCING WORK.

    5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB

    SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,

    PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR

    SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON

    STRUCTURAL DRAWINGS.

    6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE

    ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

    SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

    SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

    AND EQUIVALENT STRENGTH PRODUCT.

    ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING

    NAILS, SHALL BE HOT MOPED DIPPED 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. TREATED WOOD REQUIREMENTS:-

    ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,

    OR NATURALLY RESISTANT TO DECAY.

    ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR

    PRESSURE TREATED.

    8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER

    THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY

    TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF

    THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE

    NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.

    9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.

    SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

    10. LANAI CEILINGS & COVERED ENTRY CEILINGS

    1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"

    EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL

    SCREWS @ 6" O.C. EDGE AND FIELD.

    GENERAL NOTES

    1

    ROOF SHEATHING

    SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.

    INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.

    A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H"

    CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH

    8d RING SHANK NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS

    PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILS

    PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"

    OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL

    ROUND HEAD, 2" NAIL LENGTH.

    FLASHING

    FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,

    26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE

    ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP

    SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL

    FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).

    DRIP EDGE

    DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,

    LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM

    OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM

    OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL

    BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.

    GENERAL ROOF ASSEMBLY

    2

    INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE

    LAYER APPLICATION UNDER TILE ROOF.

    THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY

    WITH THE PROVISIONS OF R905.3 F.B.C.

    MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT

    MANUFACTURER'S IDENTIFICATION MARK.

    APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN

    APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL

    INCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:

    1. TILE PLACEMENT AND SPACING,

    2. ATTACHMENT SYSTEM NECESSARY TO COMPLY

    WITH CURRENT WIND CODE,

    A. AMOUNT AND PLACEMENT OF MORTART

    B. AMOUNT AND PLACEMENT OF ADHESIVE

    C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.

    3. UNDERLAYMENT

    4. SLOPE REQUIREMENT.

    CLAY AND CONCRETE ROOF TILE SPECS

    4

    SHINGLES

    15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL

    ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE

    INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND

    SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6

    FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS

    PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH

    LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.

    INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS

    FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS

    DETERMINED BY ASTM D 3161.

    FASTENERS

    FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F

    1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS

    STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE

    (0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL

    BE A LENGTH TO PENTRATE THE SHEATHING

    THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED

    THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND

    SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION,

    MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR

    SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL

    ASPHALT SHINGLE ROOF SPEC'S

    3

    A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES

    SPAN RATING 48/24 OR BETTER, GLUED AND NAILED

    FLOOR SHEATHNG AT 2ND FLOOR

    5

    R310.2.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE

    OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF

    5.7 SQUARE FEET (0.530 m2).

    EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET

    CLEAR OPENING OF 5 SQUARE FEET (0.465 m2).

    R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENING

    HEIGHT SHALL BE 24 INCHES (610mm).

    R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENING

    WIDTH SHALL BE 20 INCHES (508mm).

    R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUE

    OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM

    WITHOUT THE USE OF KEYS OR TOOLS.

    R310.2.3 WINDOW WELLS- THE MINIMUM HORIZONTAL AREA OF THE WINDOW

    WELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTAL

    PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW

    WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE

    FULLY OPENED.

    MINIMUM EGRESS WINDOW DETAIL

    1'-8" MIN.

    2'-0

    " M

    IN.

    3'-8

    " M

    AX.

    FINISH FLOOR

    5.7 SQ. FT.

    CLEAR OPENING

    R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW

    OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" SHALL BE

    INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL

    BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE

    EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE.

    OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OF PROTECTION AT THE

    HEAD AND SIDES.

    "PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING".

    HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION

    SUCH AS:

    - FLEXIBLE PEEL AND STICK FLASHING MEMBRANE

    -FLUID APPLIED FLASHING

    FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS

    FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:

    FMA/AAMA 100

    FMA/AAMA 200

    FMA/WDMA 250

    FMA/AAMA/WDMA 300

    INSTALL "PAN" FLASHING AT THE WINDOW SILL

    OPENING FOR WINDOW OR DOOR

    WHERE "PAN" FLASHING IS

    USED AT THE SILL, ALSO

    INCORPORATE FLASHING

    OR PROTECTION AT THE

    HEAD AND SIDES

    THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,

    SHALL SUPERCEDE THIS DETAIL

    PAN FLASHING PER R703.4

    SCALE: N.T.S.

    WALL SHEATHING

    WITH HOUSE WRAP

    OR ZIP SYSTEM

    WALL SHEATHING

    PAPER BACK

    METAL LATH

    MID WALL

    WEEP SCREED

    OVER FELT STRIP

    MASONRY NAIL

    6" WIDE FELT

    MASONRY WALL

    WOOD FRAMING EITHER

    FLOOR TRUSS OR GABLE

    END TRUSS

    FELT AND

    WEEP SCREED

    WO

    OD F

    RAM

    EM

    ASO

    NRY W

    ALL

    CORNER OF

    BUILDING

    CORNER BEAD

    MITER OUT CORNER

    BEAD AT MID WALL

    WEEP SCREED

    CAULK CENTER JOINT

    IN MID WALL WEEP

    SCREED 2" IN EA.

    DIRECTION AT CORNER

    CORNER OF

    BUILDING

    FULLY EMBED BACK FACE

    OF WEEP SCREED IN

    CAULK. LET OOZE OUT AT

    CORNER AND SCREED 2"

    MIN. WIDTH

    WIRE LATH

    WITH FELT

    OVER FRAME

    WALL

    EXPANSION JOINT

    EXPANSION JOINT OVER

    WIRE LATH

    DECO. TEXTURE FINISH

    OVER WIRE LATH

    WO

    OD F

    RAM

    EM

    ASO

    NRY W

    ALL

    MASONRY WALLMASONRY WALL

    DECO. TEXTURE FINISH

    OVER WIRE LATH

    EXPANSION JOINT

    MASONRY WALL

    EXPANSION JOINT

    AMICO M-TYPE

    CONTROL JOINT

    AMCJM-780 OR

    APPROVED EQUAL

    OVER LATH (CUT

    LATH BEHIND

    CONTROL JOINT 1/4"

    MIN. GAP) LOCATE

    OVER STUD ONLY

    AND PER NOTE 1

    *

    *NOTE 1:(AT WOOD

    FRAME ONLY)

    MAX OF 144 SQ. FT.

    BETWEEN CONTROL

    JOINTS. NOT GREATER

    THAN 18'-0" O.C. MAX

    AREA RATIO OF

    CONTROL JOINTS-2-2/1 TO 1

    WIRE THE CONTROL

    JOINT TO LATH WITH

    18 GA. GALVANIZED

    WIRE AT 7' O.C. MAX.

    WIRE LATH

    OVER FELT

    FELT PAPER

    FRAME WALL

    FELT STRIP

    WIRE LATH OVER

    MID WALL

    WEEP SCREED

    OVER FELT STRIPMID WALL

    WEEP SCREED

    OVER FELT STRIP

    MITER OVER SCREED

    FELT STRIP

    OVER BLOCK WALL

    BUILDING

    MASONRY WALL

    MID WALL WEEP SCREED DETAIL

    WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE

    WOOD STUD FRAMING IS ABOVE MASONRY WALLS.

    GABLE WALL ROOF

    EXTERIOR

    ATTICATTICEXTERIOR

    HOUSE WRAP

    EXTERIOR PLYWOOD W/

    RADIANT BARRIER ON

    ATTIC SIDE

    EXTERIOR STUD

    WALL OR TRUSS

    RADIANT BARRIER

    GLUED TO PLYWOOD

    TOP CHORD

    RADIANT BARRIER: SCALE: N.T.S.NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE

    RADIANT BARRIER AND HOUSE WRAP.

    8"X8"X16" CONC. BLOCK

    CONCRETE FOOTING SEE

    FOUNDATION PLAN FOR

    SIZE AND REINFORCING.

    PRECAST CONCRETE SILL 1/2" DRYWALL W/ TEXTURED WALLS

    WOOD BASE

    1X2 P.T. FURRING STRIPS @ 24" O.C.

    W/ INSULATION (MIN. R4.1)

    4" CONC. SLAB ON 6 MIL.

    VISQUEEN VAPOR BARRIER ON

    MECHANICALLY COMPACTED FILL

    @ 95%.

    DECO. CEMENT FINISH

    PER ASTM C-926

    SILL SET IN MORTAR

    SEE ENERGY CODE FORMS

    FOR INSULATION R-VALUES

    1X4 P.T. STRIP

    VENTED SOFFIT

    SHALL MEET R703.1.2.1

    SEE TABLE 3 ON S-3

    DRYWALL CEILING

    PER NOTE 9 IN

    TABLE 1 ON A-6

    GRADE

    PROVIDE TERMITE TREATMENT

    WITH "BORA CARE".

    SLOPE TO EXTERIOR

    ROOF SHEATHING PER SCHEDULE 2/S-3.

    AND PER NOTES IN TABLE 2 ON A-6

    TILE ROOF PER NOTE 4 ON A-6.

    OR SHINGLE ROOF PER NOTE 3 ON A-6

    EMBEDDED STRAP AT EACH

    TRUSS PER ROOF FRAMING PLAN.

    FLASHING AND

    DRIP EDGE PER NOTES

    IN TABLE 2 ON A-6

    WINDOW, SEE SCHEDULE AND PLAN.

    PRECAST LINTEL

    SEE FRAMING PLAN

    WINDOW BUCKS SEE TABLE 2 ON A-6

    1X4 P.T. BUCK W. BED OF

    CONTINUOUS CAULK UNDER

    PROVIDE VENTILATION

    PER R806.1

    8"X8" CONTINUOUS

    BOND BEAM W/

    1 #5, GROUT SOLID

    WOOD TRUSSES @ 24" O.C. (TYPICAL)

    DESIGNED BY DELEGATED TRUSS ENGINEER.

    2X6 MIN. SUB FASCIA

    4"

    MIN

    .

    12"

    MIN

    .D

    W

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    L:\0

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    019\2

    019-B

    UIL

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    \1444 A

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    A-6

    SECTIONS

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    OB #

  • WH

    HB

    HB

    AHU

    RANG

    E

    WAS

    HER

    DRYER

    PAVERS BY OTHERS

    ELEV @ 0'-(-4")

    29'-8"

    70

    '-0

    "

    70

    '-0

    "

    29'-8"

    14'-4" 15'-4"

    1'-0" 13'-4"

    8'-0

    "4

    9'-8

    "5

    '-4

    "7

    '-0

    "

    10'-0" 19'-8"

    16'-0" X 8'-0" O.H. GARAGE DOOR

    6" X 12" RECESS

    PAVERS BY OTHERS

    ELEV @ -4"

    1'-9 1/2" 3'-5" 4'-9 1/2"

    1'-0" 9'-0" 1'-10" 16'-0" 1'-10"

    SET A/C PAD ABOVE FLOOD

    W/ 1'-0" FREEBOARD PER

    FBCR R322.2.1

    RUN CONDUIT

    FOR ELECTRIC

    AT ISLAND

    PROVIDE 1/4" WATER

    LINE @ REF. SPACE FOR

    ICE MAKER

    ELEV @ 0'-(-4")

    2" SLO

    PE

    24

    '-9

    "1

    0'-1

    1 1

    /2"

    2'-0

    1/2

    "1

    1'-1

    1"

    10'-6" 2'-2" 17'-0"

    6'-10" 14'-10" 2'-2" 2'-6" 3'-4"

    INDICATES (1) #5 VERTICAL BARS IN

    GROUTED CELL, LAP 25" W/ #5 DOWEL

    OUT OF SLAB W/ 7" HOOK INTO TOP

    OF OF BOND BEAM @ 48" O.C. MAX

    INSTALL 1-3/8" THICK SOLID

    WOOD DOOR BETWEEN

    LIVING AND PER FBCR

    R302.5.1

    F3 W

    / C

    URB

    F3 W

    / C

    URBP

    P

    F3 F6A

    F6A

    F6A

    F3

    F3

    F3

    F3

    F3

    F3

    F3

    F3

    F3

    1'-7

    1/2

    "3

    '-1

    "3

    '-1

    1/2

    "

    8F8-1B SET AT GARAGE DOOR

    HEAD HEIGHT ADD COURSING AS

    REQUIRED TO 8X8 BOND BEAM W/

    1#5, TOP @ 9'-4". GROUT ALL

    SOLID

    TILE SHOWER

    RECESS 3-1/2"

    14

    '-2

    "3

    '-6

    "3

    '-4

    1/2

    "3

    '-8

    "2

    2'-1

    1 1

    /2"

    2'-8

    "1

    9'-8

    "

    A

    LOWEST POINT OF GARAGE SHALL BE SET ABOVE

    BASE FLOOD ELEVATION PER FEMA FLOOD MAP

    4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #

    10/10 W.W.M. REINFORCING OVER 6

    MILL VISQUEEN BARRIER ON

    MECHANICALLY COMPACTED FILL @ 95%.

    THE FINISH FLOOR SLAB SHALL BE SET

    ABOVE BASE FLOOD ELEVATION PER FEMA

    FLOOD MAP PLUS 1'-0" FREEBOARD PER

    FBCR R322.2.1. SEE SITE PLAN BY OTHERS

    ELEV. @ 0'-0"

    SET W/H ABOVE FLOOD

    W/ 1'-0" FREEBOARD

    PER FBCR R322.2.1

    A

    AA

    7'-6

    "

    A

    STANDARD SGD RECESS 1-1/2"

    IMPACT GLASS SGD RECESS 2-1/2".

    PROVIDE TERMITE TREATMENT

    WITH "BORA CARE"

    DW

    FOUNDATION PLAN

    PLAN NOTES:

    1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"

    2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.

    3. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.

    4. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING

    TO BOND BEAM.

    5. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY

    EXTEND BEYOND FACE OF WALL.

    6. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/

    DOOR SUPPLIER.

    7. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.

    SCALE: 3/16" = 1'-0"

    TYPE LENGTH WIDTH DEPTH

    2'-6" 2'-6"

    3'-0"3'-0"

    3'-6"3'-6"

    4'-0"4'-0"

    5'-0"5'-0"

    A

    B

    C

    D

    E

    1'-0"

    1'-0"

    1'-0"

    1'-2"

    1'-2"

    3-#5 3-#5

    4-#5 4-#5

    4-#5 4-#5

    5-#5 5-#5

    6-#5 6-#5

    -

    -

    -

    -

    -

    REMARKSLONG WAY SHORT WAY

    BOTTOM REINF.

    PAD FOOTING SCHEDULE

    US

    ED

    TYPE LENGTH WIDTH DEPTH

    CONT. 1'-4"

    1'-8"

    1'-0"

    1'-4"

    1'-4"

    F1

    F2

    F3

    F4

    F5

    1'-8"

    1'-0"

    1'-0"

    2-#5

    SHAPE

    WALL FOOTING SCHEDULE

    US

    ED BOTTOM

    REINFORCING

    F6

    F6A

    TE

    CONT.

    CONT.

    CONT.

    CONT.

    CONT.

    CONT.

    CONT.

    1'-4"

    0'-8"

    0'-8" 0'-8"

    0'-8"

    1'-8"

    0'-10"

    0'-8"

    2-#5

    2-#5

    2-#5

    2-#5

    2-#5

    1-#5

    1-#5

    ADD CURB TO

    GARAGE, SEE

    DETAIL

    PROVIDE CORNER BARS PER 6/S-3

    1'-8

    "

    FIN. GRADE

    #5 DOWEL WITH

    7" HOOK, EMBED

    5" MIN.

    2 #5 CONT. W/

    3" CLEAR COVER.

    1'-0"

    1'-0"

    MIN

    .

    2'-1

    "

    1'-8

    "

    FIN. GRADE

    #5 DOWEL WITH

    7" HOOK, EMBED

    5" MIN. BELOW

    GARAGE FLOOR

    2 #5 CONT. W/

    3" CLEAR COVER.1'-0"

    1'-0"

    MIN

    .

    7 5/8"

    .

    VARIES WITH

    SLOPE OF FLOOR

    CURB IS OPTIONAL & NOT INCLUDED

    IN FOOTING DIMENSIONS

    2'-1

    "

    8"X8" CONC. RIBBON

    W/ 1 #5 ROD CONT.

    1" 3"

    8"

    8"

    PAVERSMORTAR

    3" CLEAR COVER2 #5

    8"

    1'-4"

    3" CLEAR COVER(1)- #5

    8"

    8"

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

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    FOUNDATION PLAN

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    OB #

    1/4" = 1'-0"

    FOUNDATION "AR"

    1/2" = 1'-0"

    "F3" FOOTING

    1/2" = 1'-0"

    "F3" WITH CURB AT GARAGE

    1/2" = 1'-0"

    "P" PAVERS DETAIL ENTRY/ LANAI

    1/2" = 1'-0"

    "F6" STEP DOWN

    1/2" = 1'-0"

    "F6A" STEP DOWN

  • WH

    HB

    HB

    MASTER SUITE

    STUDY

    BEDROOM #2

    GARAGE

    KITCHEN

    GREAT ROOM

    LANAI

    ENTRY

    HIP

    HIP

    RID

    GE

    HIP

    HIP

    HIP

    RID

    GE

    VAL

    LEY

    HIP

    WHERE ROOF SHEATHING CONTACTS ONLY THE

    EDGE OF ROOF TRUSSES, INSTALL BEVELLED

    BLOCKING PER DETAIL THIS SHEET (DR HORTON

    COMPANY REQUIRMENT)

    (33.5, 36.3) WIND PRESSURES PER

    ASCE7-10, 160 MPH, EXPOSURE C, AND

    CONVERTED TO ALLOWABLE STRESS

    DESIGN PRESSURES USING 0.6W LOAD

    FACTOR. (Vasd=124 MPH, RISK CAT II,

    ENCLOSED, kd=0.85, H-15'0

    THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE & ATTIC BY NOT

    LESS THAN1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.GARAGES

    BENEATH HABITABLE ROOM SHALL BE SEPERATED WITH NOT LESS THAN

    5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPERATION

    IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE

    SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2"

    GYPSUM BOARD OR EQUIVALENT.

    8X8 CONTINUOUS MASONRY BOND

    BEAM AT TOP OF WALL W/ 1#5

    BAR.PROVIDE CORNER BARS PER

    8/S-3

    CORNER BARS IN BOND

    BEAM PER DETAIL 8/S-38F8-1B SET GARAGE DOOR HEAD

    HEIGHT, ADD COURSING AS REQUIRED

    TO 8X8 BOND BEAM W/ 1#5 TOP @

    9'-4" GROUT SOLID

    8F8-0B

    8F16-1B/1T

    8F1

    6-1

    B/1

    T8

    F1

    6-1

    B/1

    T

    8F16-1B/1T

    8F8-1B

    8F8-1B

    8F8-0B

    8F8

    -0B

    8F8

    -0B

    8F8-0B

    8F8

    -0B

    8F8

    -0B

    8F8

    -0B

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    9'-4" FLAT CEILING

    #5 CORNER BAR IN

    BOND BEAM PER 8/S-3

    EXTERIOR CEILING PER

    SCHEDULE 2/S-3

    (+33.5 -44.8)

    (+29.4 -33.3)

    (+3

    3.5

    -3

    6.3

    )

    1-META16 @

    A1

    SEE DETAIL9/S-3 WHERE

    LINTEL AT LANAI/ENTRY

    INTERSECTS MAIN WALL,

    TYPICAL

    2-META16 @

    A1 1-META16 @

    A1

    EMBED META16 AT ALL

    TRUSSES, EXCEPT AS NOTED AT

    GIRDERS

    1-META16 AT ALL

    TRUSSES EXCEPT AS

    NOTED AT GIRDERS

    (+3

    3.5

    -3

    6.3

    )(+

    33.5

    -3

    6.3

    )

    (+3

    3.5

    -3

    6.3

    )(+

    33.5

    -3

    6.3

    )

    (+33.5 -36.3) (+33.5 -36.3)

    (+28.2 -31.5)

    1-META16 @

    B1

    1-META16 @

    B1

    ROOF SHEATHING

    8d RING SHANK @

    6" O.C.

    16d NAILS

    @ 8" O.C.

    2" X () BLOCKING W/

    BEVEL CUT TOP

    ROOF TRUSS

    BEVELLED BLOCKING DETAIL

    WALL ABOVE WITH BOND

    BEAM AT TOP

    #5 VERTICAL, ABOVE

    LINTEL ONLY WHERE

    NOTED ON PLAN

    '1B' DENOTES 1#5 BOTTOM

    WITH 7" HOOK EACH END OR

    EXTEND 24" BEYOND OPENING.

    '0B' DENOTES "NO REBAR"

    8" PRECAST LINTEL

    GR

    OU

    T S

    OLID

    1'-4"

    GR

    OU

    TE

    D

    1#5 TOP

    1#5 BOTTOM

    8F8-1B

    8F8-0B

    8F16-1B/1T

    PRECAST LINTEL SCHEDULE

    AT SWING DOORS, USE 2" RECESS STYLE

    LINTEL IF NEEDED FOR ROUGH OPENING.

    LINTELS BEAR 4" MIN. EACH END

    PLAN NOTES:

    1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,

    SEE LEGEND.

    2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES

    DESIGNED BYA DELEGATED TRUSS ENGINEER PER

    DESIGN CRITERIA ON SHEET S-3.

    3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS

    SHEET.

    4. FOR NAILING OF ROOF AND FLOOR DECK, SEE 1 AND 2

    ON S-3.

    5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE

    DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.

    6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND

    BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.

    7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE

    THIS SHEET.

    BEARING HEIGHT

    = BEARING @ 9'-4"

    TRUSS STRAPPING TO MASONRY

    MAX TRUSS UPLIFT

    @ 24" OC (LBS)CONNECTOR FASTENER

    1450

    1810

    2120

    1875 (1 PLY)

    1795 (2 PLY)

    2365 (2 PLY)

    2365 (2 PLY)

    3965/SYP 3330/SPF

    4235/SYP 3640/SPF

    4670/SYP 4015/SPF

    5445/SYP 5360/SPF

    10690/SYP 10690/SPF

    10790/SYP 10790/SPF

    (1) META16 TO 40

    (1) HETA16 TO 40

    (1) HHETA16 TO 40

    (2) META16 TO 40

    (2) META16 TO 40

    (2) HETA16 TO 40

    (2) HHETA12 TO 40

    MGT (2 PLY)

    HTT4

    HTT5

    HTT5KT

    (1)HGT - 2

    (1)HGT - 3

    (8) 0.148x11/2 ", EMBED 4"

    (9) 0.148x11/2", EMBED 4"

    (10) 0.148x11/2", EMBED 4"

    (10) 0.148x11/2", EMBED 4"

    (14) 0.162x31/2", EMBED 4"

    (12) 0.162x31/2", EMBED 4"

    (12) 0.162x,31/2" EMBED 4"

    (22) 0148x3" ATR, EPOXY 12"

    (18) 0.162x21/2", 5/8" ATR, EPOXY 12"

    (26) 0.148x3", 5/8", ATR, EPOXY 12"

    (26) SD#10x21/2, 5/8," ATR, EPOXY

    (26) 0.148x3" TO GIRDER

    (2) 3/4" Ø ATR, EPOXY 12"

    (16) 0.148x3" TO GIRGER,

    (2) 3/4" Ø ATR, EPOXY 12"

    INSTALL

    META16 AT

    ALL

    TRUSSES

    TO 1450 lb

    UPLIFT. FOR

    HIGHER

    UPLIFTS,

    SEE NOTES

    ON PLAN.

    NOTES:

    1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED

    ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND

    SUITABLE FOR THE GEOMETRY. EMBED STRAP ON -C OF WALL.

    2. CONNECTORS ARE SIMPSON STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE

    INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.

    SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD.

    3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER

    10/S-3.

    R4-021020

    TRUSS STRAPPING TO STUDWALL/ WOOD BEAM

    MAX TRUSS UPLIFT

    @ 24" OC (LBS)CONNECTOR FASTENER

    850

    1700

    2550

    1125

    2250

    3375

    4500

    (1)MTS16 TO 20

    (2) MTS16 TO 20

    (3) MTS16 T0 20

    (1) HTS20 TO 30

    (2) HTS20 TO 30

    (3) HTS20 TO 30

    (4) HTS20 TO 30

    (14) 10dx1-1/2"

    (14) 10dx1-1/2"

    (14) 10dx1-1/2"

    (24) 10dx1-1/2"

    (24) 10dx1-1/2"

    (24) 10dx1-1/2"

    (24) 10dx1-1/2"

    INSTALL AT ALL

    TRUSSES TO

    840 lb UPLIFT.

    FOR HIGHER

    UPLIFTS, SEE

    NOTES ON

    PLAN.

    NOTES:

    1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING

    POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED

    TRUSS DESIGN PACKAGE.

    2. CONNECTORS ARE SIMPSON SRTONG TIE. ALL CONNECTORS SHALL BE

    INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.

    R2

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

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    ROOF FRAMING PLAN

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    ROOF FRAMING PLAN "AR"

    TRUSS BEARING CONDITIONS AND

    STRAPPING IS BASED ON TRUSS

    LAYOUT PREPARED BY BUILDERS FIRST

    SOURCE JOB# ---- DATED: --/--/--

    SheetsA-1 AR - ELEVATIONA-2 AR - SLAB & PLUMBINGA-3 AR - FLOORA-4 AR - ROOFA-5 AR - ELECTRICALA-6 - SECTIONSS-1 AR - FOUNDATION PLANS-2 AR - ROOF FRAMING PLAN