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  • FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    6

    12

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    6

    12

    6

    12

    1/2 35 SH 1/2 35 SH 18"X24" F.G.TEMP.

    2-1/2 36 SHw/ 12" F.G. ABV.

    2-3080ENTRY DOOR

    26 SH

    E3

    D2D1

    D2

    D2

    D2

    D1

    TYP.

    1'-4"

    2'-0

    "

    TILE OR SHINGLE ROOF

    TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"

    HEEL IN TRUSS TO 18'-2 3/4"

    8'-0" REFERENCEELEV. @ 8'-0"

    8'-0" REFERENCEELEV. @ 8'-0"

    2'-0

    "

    8'-0

    "

    ELECTRIC METER

    FYPON 16X24

    26 SH 26 SH

    5'-11" 4'-0" 3'-9"

    2-1/2 36 SHw/ 12" F.G. ABV.

    RAISED BAND SAND FINISH

    4" RAISED BAND SAND FINISH

    1'-4"

    1'-4"1'-4"

    1'-4"

    DECOR TEXTURE BAND

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    6

    12

    6

    12

    6

    12

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    26 SH 26 SH MITERED GLASS

    3-4080 PKT. SL. GL. DR.

    2880 6'-0"X5'-0" FIXED GLASS

    8'-0

    "

    TILE OR SHINGLE ROOF

    8'-0" REFERENCEELEV. @ 8'-0"

    8'-0" REFERENCEELEV. @ 8'-0"

    HEEL IN TRUSS TO ROOF PLANE

    DECO TEXTURE FINISH OVER CONC. BLK

    ELECTRIC METER

    1'-4"

    TOP OF WALL 43"

    1'-4"

    FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6

    2X6 MIN. SUB FASCIA

    1'-4"

    CANTILEVER

    6

    12

    SOFFIT DETAIL SCALE: 3/4"=1'-0"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    8080 PKT SL. GL. DR. 16080 OHGD 8080 OHGD2880 MITERED GLASS

    6

    12

    6

    12

    6

    12

    TILE OR SHINGLE ROOF

    DECO. TEXTUREFINISH ON CONC.BLOCK

    CANTILEVERTRUSS

    CANTILEVERTRUSS

    TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"

    TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"

    25 SH. 25 SH. 25 SH.

    8'-0" REFERENCEELEV. @ 8'-0"

    A/C DISCONNECT

    8'-0

    "

    1'-4"

    RAISED BAND SAND FINISH

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"

    6

    12

    6

    12

    6

    12

    3080 24 SH 26 SH 1/2 35 SH 1/2 35 SH26 SH

    TILE OR SHINGLE ROOF

    DECO. TEXTUREFINISH ON CONC.BLOCK

    CANTILEVERTRUSS

    CANTILEVERTRUSS

    8'-0" REFERENCEELEV. @ 8'-0"

    8'-0" REFERENCEELEV. @ 8'-0"ELECTRIC METER

    A/C DISCONNECT

    HEEL IN TRUSS TO ROOF PLANE

    1'-4"

    1'-4"

    ALLOW 2" FOR HURRICAN SHUTTERATTACHMENT2"

    TYPICAL WINDOW BANDING DETAIL

    6"

    8"

    4"

    6"

    A1

    A2

    8"

    8"

    10"

    1'-0

    "

    3 1/2"

    6"

    6"

    3 1/2"

    4"

    2"

    4 1/2"

    8"

    3"

    /

    6"

    .

    2 1/2"

    6"

    .

    3 1

    /2"

    1 1/2"

    6"

    8"

    3"

    10

    "

    10" 1 1/4"

    1 1

    /2"

    A3

    A4

    D5

    D2

    D1

    C3

    C2

    C1

    2.74"

    B1

    B3

    B5

    B6

    B7

    1.59"

    1 1/2"

    BANDING DETAILS

    6"

    D4

    E1

    2 1/2"

    1'-1

    "

    E2

    2 1/2"

    2'-3

    "

    E3

    2 1/2"

    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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    ASTER 2

    019\2

    019-B

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    A-1 E

    ELEVATION

    3692 E

    Pro

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    AD

    DRS:

    Ent

    er

    addre

    ss h

    ere

    Pro

    ject

    Num

    ber

    3/16" = 1'-0"

    FRONT ELEVATION

    3/16" = 1'-0"

    REAR ELEVATION

    3/16" = 1'-0"

    LEFT SIDE ELEVATION

    3/16" = 1'-0"

    RIGHT SIDE ELEVATION

  • WH

    HB

    HB

    HB

    HB

    ELEV. @ 0'-0"

    4" SLAB W/ 2,500 PSI CONC.W/ 6X6 #10/10 W.W.M. REINFORCINGOVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.PROVIDE TERMITE WITH "BORA CARE".

    ELEV. @ 0'-(-4")

    ELEV. @ 0'-(-4")

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR IMPACT WINDOWS.

    18'-0" X 8'-0" O.H. GARAGE DR.

    PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER

    RUN CONDUIT FOR ELECTRIC AT ISLAND

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    8'-0" X 8'-0" O.H. GARAGE DR.

    ELEV. @ 0'-(-4")

    RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" IMPACT WINDOWS.

    PAVERS BY OTHERS

    PAVERS BY OTHERS

    2" SLO

    PE

    6" X 12" RECESS 6" X 12" RECESS

    METER VERIFY LOC.

    SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

    PAVERS BY OTHERS

    18'-9" 5'-9" 3'-6 1/2" 5'-8 1/2" 14'-0" 3'-4" 1'-6" 3'-4" 18'-10" 5'-1" 31'-6"

    6'-1

    "

    2'-3

    "3

    '-1

    0"

    10

    '-3

    "4

    '-0

    "3

    '-4

    "6

    '-4

    "1

    '-0

    "

    6'-4

    "1

    7'-4

    1/2

    "

    8'-1

    0"

    4'-4

    "9

    '-1

    0"

    23

    '-0

    "

    23

    '-0

    "

    70

    '-0

    "

    6'-0" 18'-0" 2'-0" 8'-0" 3'-0"

    9'-0

    "9

    '-1

    "7

    '-7

    "3

    '-0

    "7

    '-8

    "3

    '-0

    "7

    '-8

    "2

    3'-0

    "

    10

    "6

    '-0

    "1

    0"

    3'-0"

    3'-4"

    8'-6

    "

    70

    '-0

    "

    31

    '-0

    "3

    9'-0

    "

    15'-8" 1'-0" 6'-4" 4'-0" - -

    3'-0" 8" 4'-3" 7'-10" 7'-3"

    23'-0"

    20

    '-0

    "1

    '-0

    "1

    8'-0

    "

    111'-4"

    1'-0"

    1'-0" 9'-0"

    5'-4

    "1

    0'-4

    "2

    '-0

    "2

    '-8

    "5

    '-6

    "1

    2'-0

    "4

    '-6

    " 37'-0"

    38'-8" 2'-6" 4'-10" 1'-8"

    29'-7" 8'-2" 4'-7" 4'-0"

    SINK & DISP

    RANGE

    16

    '-4

    "1

    4'-8

    "

    1'-9"

    111'-4"

    WOOD POST SEE S-1

    1'-0

    "1

    3'-8

    "1

    6'-4

    "

    23'-0" 10'-0" 46'-4" 32'-0"

    1'-0" 7'-8" 1'-4"

    4'-10"

    W

    3'-4" 2'-8"

    LOWEST POINT OF HOUSE SLAB SHALL BE SET ABOVE BASE FLOOD MAP.

    SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

    SET W/H ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

    STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

    43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD

    MIN

    .

    1'-7

    "

    FINISH

    15" MIN.

    10

    '-0

    "

    FRONT ELEVATION

    MAX.

    3'-0"

    MIN

    .

    1'-7

    "

    MIN

    .

    6'-8

    "

    SLOPED CEILING

    SIDE ELEVATION

    21" MIN.

    TO FIXTURES,WALLS OR DOORS

    MIN.

    1'-0"

    10

    '-0

    "VARIE

    S

    2'-7

    "4

    "

    MIRROR

    FAUCET

    SIDE ELEVATION

    OR DOORS

    21" MIN. TOFIXTURES, WALLS "21

    VARIE

    S

    VARIE

    S

    29

    1/2

    " M

    IN.

    4"

    10

    '-0

    "

    KICK PLATE

    MIRROR

    VARIES

    VARIES

    FAUCET

    FRONT ELEVATION

    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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    019\2

    019-B

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    A-2 E

    SLAB-PLUMBING

    36

    92

    E

    Pro

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    11/17/19

    AD

    DRS:

    Ent

    er

    addre

    ss h

    ere

    Pro

    ject

    Num

    ber

    3/16" = 1'-0"

    SLAB & PLUMBING PLAN

    WATER CLOSET CLEARANCE DETAIL

    VANITY SINK CLEARANCE DETAIL

  • WD

    WH

    HB

    HB

    HB

    HB

    MASTER SUITE

    BEDROOM #2 BEDROOM #33 CAR GARAGE

    DINING ROOM

    GREAT ROOM

    KITCHEN

    UTILITY

    LANAI

    ENTRY

    CAFE

    BONUS ROOMW.I.C.

    W.I.C.

    W.I.C.

    BATH #2

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    " 5

    '-0" TUB

    VINYL SHELVINGVINYL SHLV

    VIN

    YL

    SHELV

    ING

    VIN

    YL

    SHLV

    VINYL SHELVING

    VINYL SHELVING

    VIN

    YL

    SHELV

    ING

    VIN

    YL

    SHELV

    ING

    VIN

    YL

    SHELV

    ING

    VIN

    YL

    SHELV

    ING

    SEAT

    MIRROR

    MIRROR

    MIR

    MIR

    1

    12

    4

    1

    3

    2

    5 6

    CD

    AD

    A

    D

    D

    E

    A

    A

    F

    F

    I

    RANGE

    DBL SINK

    DW

    OVERHEAD CABINETS OVERHEAD CABINETS

    OVERH

    EAD

    CABS

    VIN

    YL

    SHELV

    ING

    13'-0" COFFERED CEILING

    STUDY13'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    13'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    MASTER BATH

    FOYER13'-0 COFFERED CEILING

    13'-0 COFFERED CEILING

    PANTRY

    10'-0" FLAT CEILING 10'-0" FLAT CEILING

    10'-0" FLAT CEILING10'-0" FLAT CEILING

    12'-0" FLAT CEILING

    21'-6" 14'-2 1/2" 16'-1" 8'-3" 12'-11" 12'-2 1/2" 26'-2"

    0"

    2'-6

    "1

    1'-4

    "2

    '-6

    "1

    3'-8

    "1

    '-0

    "

    31

    '-0

    "3

    9'-0

    "

    1'-0

    "1

    9'-0

    "1

    '-0

    "1

    8'-0

    "

    1'-0" 14'-8" 1'-0" 6'-4" 10'-0"

    3'-4

    "7

    '-4

    "4

    '-0

    "

    5'-4

    "8

    '-2

    "2

    '-2

    "2

    '-0

    "2

    '-8

    "5

    '-6

    "1

    2'-0

    "4

    '-6

    "

    23'-0" 1'-0" 9'-0" 1'-9" 8'-10" 30'-1 1/2" 5'-7 1/2"

    1'-4"

    -

    3'-6

    1/2

    "4

    '-2

    "1

    '-3

    1/2

    "3'-6

    "4

    '-1

    "1

    '-6

    "7

    '-7

    "3

    '-0

    "1

    0"

    6'-0

    "1

    0"

    3'-0

    "7

    '-8

    "

    7'-7

    "7

    '-8

    "1

    3'-8

    "1

    8'-1

    "

    47

    '-0

    "2

    3'-0

    "

    70

    '-0

    "

    70

    '-0

    "

    6'-0" 18'-0" 2'-0" 8'-0" 3'-0"

    3'-4"

    7'-1

    1 1

    /2"

    8"

    4'-0

    1/2

    "8

    "7

    '-7

    1/2

    "2

    5'-4

    "1

    0'-1

    0 1

    /2"

    6'-5

    1/2

    "6

    '-4

    1/2

    "

    16'-1" 7'-5" 5'-4" 3'-6" 8'-6" 5'-2"

    18'-9" 5'-9" 3'-6 1/2"2'-11 1/2" 3'-2" 13'-3" 6'-6" 4'-0" 13'-11" 7'-6" 32'-0"

    10

    '-2

    "1

    2'-1

    0"

    23

    '-0

    "

    1'-6" 20'-0" 1'-0" 5'-0" 13'-10"

    10'-2"

    1'-8"

    3'-0"

    12'-0" FLAT CEILINGMITERED GLASSWINDOW SILL AT2'-8" A.F.F. HEAD AT9'-4" OR 9'-0" FIELD VERIFY

    GALLERY12'-0" FLAT CEILING

    3

    3

    2

    2

    2

    3

    2

    2

    2

    2

    2

    1P.K.

    5 5

    3 3

    2

    4

    NOTE: INSTALL 1-3/8" THICKSOLID WOOD DOOR BETWEENLIVING AND GARAGE PERR302.5.1.

    NOTE: THE GARAGE SHALLBE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THEN 1/2"GYPSUM BOARD APPLIED TOTHE GARAGE SIDE

    22" X 54"ATTIC ACCESS

    MIN. R-13 INSULATION

    SAFETY G

    LAZED

    A/HUNIT

    SAFETY G

    LAZED

    LINEN

    VERIFY LOCATION WITHSITE PLAN, A/C NOT TOENCROACH EASEMENT

    VERIFY LOCATION WITHSITE PLAN, A/C NOT TOENCROACH EASEMENT

    SAFETY GLAZED

    EGRESSEGRESS

    SAFETY GLAZED SAFETY GLAZED

    12"X12"MASONRYCOLUMNS

    STUB OUT FOR OPTIONAL OUTDOOR KITCHEN

    33'-0" 46'-4" 32'-0"

    8'-8

    "4

    '-2

    "

    9'-6

    "5

    '-0

    "1

    '-1

    0"

    11'-7"

    20

    '-0

    "8

    '-9

    "6

    '-0

    "

    2'-9"

    3'-6

    "

    16'-0" FLAT CEILING

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    13'-0" COFFERED CEILING

    LANAI

    111'-4"

    BATH #3

    B BB

    G

    -2'-8"

    3'-1" 8" 4'-1" 8'-0" 4'-0" 2'-8" 6"

    2017 ACCESSIBLE

    6" WALL

    6" W

    ALL

    6" WALL

    6" W

    ALL

    6" W

    ALL

    REF SPACE

    3'-4"

    ESC

    APE

    4'-8

    "6

    '-2

    "2

    '-7

    "

    LINEN

    NICHE

    NICHE

    POST

    SAFETY GLAZED

    14'-9 1/2"

    43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD

    5'-1

    "4

    '-1

    0"

    4'-1

    0"

    8'-3

    "

    I

    I

    H

    H

    H

    H

    I

    D

    D

    D

    12

    '-1

    0"

    4'-5

    "1

    5'-3

    3/8

    "9

    '-2

    5/8

    "1

    3'-1

    "8

    '-4

    "6

    '-1

    0"

    2'-0

    "

    2'-0"

    2'-0

    "

    2'-0"

    2'-0"

    2'-0

    "

    2'-4"

    PRIVACY WALL

    PRIVACY WALL

    2

    6" WALL

    BOX OUT BEAMS SAME THICKNESS AS COLUMNS ALL THE WAY ACROSS REAR

    WOOD BOX 8" DEEP UP OVER SLIDER

    WOOD BOX 8" DEEP UP OVER SLIDER

    DRYWALL BOX BEAMS 12" X 8" DEEP

    CROWN M&M 41M

    2'-4"2'-0

    "2

    '-0

    "

    12X1

    2 S

    OFFIT

    10" MAX FROM TUB DECK EDGE TO TUB DECK

    MIRRO

    R

    PLAN NOTES

    1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS

    2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXITPER 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 SHALLNOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

    5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEADGARAGE DOOR HARDWARE

    6) 2X6 KITCHEN KNEE WALL 34" TO TOP

    7) WHERE DRYWALL CEILING IS APPLIED TO [email protected] 24" O.C. USE 5/8" DRYWALL OR 1/2" SAGRESISTANT PER SEC. 702.3.5

    8) THE GARAGE SHALL BE SEPARATED FROM THERESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUMBOARD APPLIED TO THE GARAGE SIDE. GARAGESBENEATH HABITABLE ROOMS SHALL BE SEPARATEDWITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARDOR EQUIVALENT. WHERE THE SEPARATIION IS AFLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARDOR EQUIVALENT

    9) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEENLIVING AND GARAGE PER FLORIDA BUILDING CODER302.5.1.

    10) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUSTCOMPLY WITH R312.2.1 MIN 24" SILL HEIGHT ORPROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE

    11) STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE,WATER HEATER, AND DRYER. VERIFY WITHCONTRACTOR AND SUBDIV. SPECS. A SEPERATEPERMIT IS REQUIRED FOR GAS PIPING.

    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 BASE 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

    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'-11"

    SQUARE FOOTAGELIVING AREA

    GARAGE AREA

    LANAI AREA

    ENTRY AREA

    3,697

    726

    755

    46

    TOTAL SQUARE FOOTAGE 5,224

    2'-6"

    1'-8

    "

    4'-0

    "

    MIN.

    3'-2"

    TOWEL BAR

    TOILET PAPER ROLL

    MIN.

    4".

    MIN.

    4".

    CABINET BACKINGKITCHEN

    MASTER BATH

    GUEST BATH

    LAUNDRY ROOM

    UPPER TOP @ 84" BASE TOP @ 35"

    UPPER

    UPPER

    UPPER TOP @ 84"

    BASE TOP @ 35"

    BASE TOP @ 31"

    BASE

    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

    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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    FLOOR PLAN

    DOOR SCHEDULEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

    1 2880 ENTRY 8'-0" 2'-8" 2

    2 3080 ENTRY 8'-0" 3'-0" 1

    3 2-3080 FR. DOORS 8'-0" 6'-0" 1

    4 (3)-4080 PKT SL. GL. DR. 8'-0" 12'-0" 1

    5 18080 O.H.G.D 8'-0" 18'-0" 1

    6 8080 O.H.G.D. 8'-0" 8'-0" 1

    TOTAL: 7

    WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

    A 1/2 35 SH 5'-3" 2'-2" 4

    B 25 SH 5'-0" 3'-1" 3

    C 24 SH 4'-0" 3'-1" 1

    D 26 SH 6'-0" 3'-1" 7

    E 60"X72" FIXED GLASS 5'-0" 6'-0" 1

    F 24"X24" FIXED GLASS 2'-0" 2'-0" 2

    G MITERED GLASS 5'-4" 3'-0" 1

    H 12"X27" FIXED GLASS 1'-0" 2'-2" 4

    I 1/2 36 SH 6'-0" 2'-2" 4

    TOTAL: 271" = 1'-0"DIMENSION SCHEDULE

    VENT THRU ROOF SURFACE OR WALL

  • WH

    HB

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    HB

    HB

    MASTER SUITE

    BEDROOM #2BEDROOM #3

    3 CAR GARAGE

    DINING ROOM

    GREAT ROOM

    KITCHEN

    LAUNDRY

    LANAI

    ENTRY

    CAFE

    BONUS ROOMW.I.C.

    W.I.C.

    W.I.C.

    BATH #2

    13'-0" COFFERED CEILING

    STUDY13'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    13'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    MASTER BATH

    FOYER13'-0"COFFERED CEILING

    13'-0" COFFERED CEILING

    PANTRY

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    12'-0" FLAT CEILINGRIDGE

    RIDGE

    RIDGE

    RIDGE

    RIDGE

    RID

    GE

    RID

    GE

    HIP HIP

    HIP HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    VALL

    EY

    VALL

    EY

    VALL

    EY

    VALLEY

    VALLEY

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    11"

    11"

    1'-0"

    2'-0"

    2'-4"

    2'-4"

    2'-0" 2'-0"

    2'-0"

    2'-0"

    2'-0"

    2'-0"

    2'-0"

    2'-0"

    2'-0"

    2'-0"

    2'-0"

    13'-0" COFFERED CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    12'-0" FLAT CEILING

    LANAI

    ATTIC ACCESS

    ATTIC ACCESS

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING 10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    16'-0" FLAT CEILING

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    9'-0" FLAT CEILING

    BATH #3

    FEILD FRAME CRICKETVALLEY

    HIP

    HIP

    HIP

    HIP

    RIDGE

    HIP

    RID

    GE

    HIP

    VALLEY

    VALL

    EY

    HIP

    2'-0

    "

    2'-0

    "

    BEARING HEIGHT

    = BEARING @ 10'-0"

    = BEARING @ 12'-0"

    = BEARING @ 16'-0"

    = INTERIOR BEARING

    @ 12'-6"

    = INTERIOR BEARING

    @ 12'-1 1/2"

    = INTERIOR BEARING

    @ 12'-0"

    ATTIC VENTILATIONVERIFY VENTING REQUIREMENTSWITH ENERGY CALCULATIONS

    WITHOUT OFF RIDGE VENTS WITH OFF RIDGE VENTS (O.R.V.)

    ATTIC AREA(FBC R806)

    VENTILATION REQUIRED(ATTIC AREA 1/150)

    VENTILATION REQUIRED(ATTIC AREA 1/300 INSTALL PER

    FBC R806.2 MINIMUM AREA REQUIREMENTS)

    MARK

    1

    SQUARE FOOTAGE

    5446 SQ. FT.

    SOFFIT VENTS

    36.3 SQ. FT.

    MIN AIR FLOW

    OF SOFFIT

    ---- %

    OFF RIDGE VENTSMIN AIR FLOW

    OF SOFFIT

    TOTAL

    VENTILATION

    O.R.V. NOT USED

    ATTIC VENTILATION CALCULATIONATTIC VENTILATION CALCULATION

    ATTIC SQ. FT. / 150 = VENTED SQ. FT. ATTIC SQ. FT. / 300 = VENTED SQ. FT.

    OFF RIDGE EXHAUST VENT SIZES(AREA NET FREE SQUARE FEET)

    6'-0" BASE

    BASE

    -2'-0"

    25" BASE

    25" BASE

    18" BASE

    17" BASE

    1.45 SQ. FT.

    FREE AREA

    1 SQ. FT.

    FREE AREA

    .38 SQ. FT.

    FREE AREA

    6"

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

    2'-0" 5'-0" 2'-0"

    6"

    2'-0"

    3'-4"

    A/H

    A/H

    AIR HANDLER DETAIL

    ELEVATION @ BEARING

    ELEVATION @ +24"

    ELEVATION @ +12"

    ELEVATION @ BEARING

    COFFER DETAIL "A"

    COFFER DETAIL "B" SCALE: 3/8"=1'-0"

    SCALE: 3/8"=1'-0"A

    A-4

    B

    A-4

    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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    CEILING PLAN

  • WD

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    HB

    HB

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    P

    P

    P

    3

    3

    33

    33

    3

    33

    3

    33

    3

    3

    3

    33

    3

    3333

    3

    P

    PPP

    3

    TV

    TV

    TV

    T

    T

    3

    TV

    TV TV

    TV

    33

    3

    3 3

    J

    ELECTRICAL NOTES:

    ALL OUTLETS IN WET AREAS AND ALL

    ALL ELECTRIC, ELECTRICAL EQUIPMENT AND 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 DETECTORTO 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)

    FLUSH MOUNTED 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-3.04.72SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/ SMOKEDETECTOR)

    AFF

    MS

    INSTALL ALL ELECTRICAL PER NEC 2014

    SCD

    T

    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.

    300 AMP ELECTRICAL RISER DIAGRAM

    150 AMP

    PANEL

    150 AMP

    PANELM

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

    OR CU EQUIVALENT

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

    AT LEAST 6FT APART.

    POWER CO.

    ELECTRICAL PLAN 3692 "E"

    200 AMP SERVICE

    TAGABCDEFGHIJKLMNOPQ

    QUANTITY PRODUCT(42)(4)(3)(X)(5)(X)(X)(4)(X)(X)

    (X)(7)(X)(X)(X)(X)(X)

    (FLUSH MOUNTED LT)(VAPORS)(PENDANT LIGHT(10" MUSHROOMS)(24" 3 LT)(36" 4 LT)(NOT USED)(COACH LIGHTS)(COACH LIGHTS)(J BOX)

    (4' FLUORESCENT)(2' FLUORESCENT)(5LT CHANDELIER)(3 LT)(PENDANT/ NOOK)(X)(X)

    GFI

    GFI

    GFI

    SD

    SD

    SD

    SD

    VP

    EXH.FAN

    STUB OUT FOR GARAGE DOOR OPENER

    ELECTRIC METER

    200 AMP PANELEXH.FAN

    GFI @42" A.F.F.

    WP GFI

    WP GFIDB

    STUB OUT FOR GARAGE DOOR OPENER

    SD

    GFIGFI

    GFI

    VP

    WP GFI

    WP GFI

    WP GFI

    WP GFI

    WP GFI

    GFI @42" A.F.F.

    GFI @42" A.F.F.

    GFI @42" A.F.F.

    TO POOL LIGHTS

    TO OPTFLOOD LIGHTAT REAR

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FOR FAN (TYP)

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FORFAN (TYP)

    PRE-WIRE FORFAN (TYP)

    LOCATE SWITCH FOR DISPOSAL IN BASECABINET UNDER SINK

    GFI

    GFI

    GFI

    LIGHT SWITCH &OUTLET IN ATTIC

    GFI

    LIGHT SWITCH &OUTLET IN ATTIC

    EXH.FAN

    EXH. FAN

    A/C DISCONNECT(A/H IN ATTIC)

    A/C DISCONNECT(A/H IN ATTIC)

    A/C DISCONNECT

    A/C DISCONNECT

    TO OPT. FLOOD LIGHTAT FRONT

    A

    AA

    A

    B

    AA

    A

    A

    A

    A A

    A A

    A

    A

    A

    A A

    AA

    A

    A

    A

    A

    A

    AA

    A

    A

    A

    AAA

    A

    A A

    L

    L L

    L

    L

    EE

    E

    EE

    AA

    A

    A

    E

    H

    H

    B

    B

    B

    VPVP L

    C C C

    L

    H H H

    GFI GFI

    GFI

    SCD

    SCD

    SCD

    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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  • RESIDENTIAL SPECIFICATIONS

    1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ATTHE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALLREPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTINGCONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

    2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORKALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TOATTACH AND ACCOMMODATE OTHER WORK.

    3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILARSITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENTDETAIL IS SHOWN.

    4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLEFOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TOTHE DESIGNER PRIOR TO COMMENCING WORK.

    5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOBSPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FORSLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS.

    6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERSSHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITYAND EQUIVALENT STRENGTH PRODUCT.ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDINGNAILS, 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 STRAPSAND 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, ORPRESSURE TREATED.

    8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTYTO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OFTHE 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 CEILINGS1X4 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" DRYWALLSCREWS @ 6" O.C. EDGE AND FIELD.

    GENERAL NOTES

    1

    ROOF SHEATHINGSHALL 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 WITH8d 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 NAILSPER 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 FULLROUND HEAD, 2" NAIL LENGTH.

    FLASHINGFLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGEZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIPSYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).

    DRIP EDGEDRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUMOF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUMOF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALLBE 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 COMPLYWITH THE PROVISIONS OF R905.3 F.B.C.MARKING: EACH ROOF TILE SHALL HAVE A PERMANENTMANUFACTURER'S IDENTIFICATION MARK.APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTENAPPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALLINCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:1. TILE PLACEMENT AND SPACING,2. ATTACHMENT SYSTEM NECESSARY TO COMPLYWITH 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. UNDERLAYMENT4. SLOPE REQUIREMENT.

    CLAY AND CONCRETE ROOF TILE SPECS

    4

    SHINGLES15# 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, ANDSHALL 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.

    FASTENERSFASTENERS 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 SHALLBE A LENGTH TO PENTRATE THE SHEATHING

    THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEEDTHE 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 EDGESSPAN RATING 48/24 OR BETTER, GLUED AND NAILED

    FLOOR SHEATHNG AT 2ND FLOOR

    5

    GABLE WALL ROOF

    EXTERIOR

    ATTICATTICEXTERIOR

    HOUSE WRAP

    EXTERIOR PLYWOOD W/RADIANT BARRIER ON ATTIC SIDE

    EXTERIOR STUDWALL OR TRUSS

    RADIANT BARRIERGLUED 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.

    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 NETCLEAR OPENING OF 5 SQUARE FEET (0.465 m2).

    R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENINGHEIGHT SHALL BE 24 INCHES (610mm).

    R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENINGWIDTH SHALL BE 20 INCHES (508mm).

    R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUEOPENINGS 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 WINDOWWELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTALPROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOWWELL 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

    WALL SHEATHINGWITH HOUSE WRAPOR ZIP SYSTEMWALL SHEATHING

    PAPER BACKMETAL LATH

    MID WALLWEEP SCREEDOVER FELT STRIPMASONRY NAIL

    6" WIDE FELT

    MASONRY WALL

    WOOD FRAMING EITHERFLOOR TRUSS OR GABLEEND TRUSS

    FELT ANDWEEP SCREED

    WO

    OD F

    RAM

    EM

    ASO

    NRY W

    ALL

    CORNER OFBUILDING

    CORNER BEAD

    MITER OUT CORNERBEAD AT MID WALLWEEP SCREED

    CAULK CENTER JOINT IN MID WALL WEEP SCREED 2" IN EA.DIRECTION AT CORNER

    CORNER OFBUILDING

    FULLY EMBED BACK FACEOF WEEP SCREED INCAULK. LET OOZE OUT ATCORNER AND SCREED 2"MIN. WIDTH

    WIRE LATHWITH FELTOVER FRAMEWALL

    EXPANSION JOINT

    EXPANSION JOINT OVERWIRE LATH

    DECO. TEXTURE FINISHOVER WIRE LATH

    WO

    OD F

    RAM

    EM

    ASO

    NRY W

    ALL

    MASONRY WALLMASONRY WALL

    DECO. TEXTURE FINISHOVER WIRE LATH

    EXPANSION JOINT

    MASONRY WALL

    EXPANSION JOINT

    AMICO M-TYPECONTROL JOINTAMCJM-780 ORAPPROVED EQUALOVER LATH (CUTLATH BEHIND CONTROL JOINT 1/4"MIN. GAP) LOCATEOVER STUD ONLYAND PER NOTE 1

    *

    * NOTE 1:(AT WOODFRAME ONLY)MAX OF 144 SQ. FT.BETWEEN CONTROLJOINTS. NOT GREATERTHAN 18'-0" O.C. MAXAREA RATIO OFCONTROL JOINTS-2-2/1 TO 1

    WIRE THE CONTROLJOINT TO LATH WITH18 GA. GALVANIZEDWIRE AT 7' O.C. MAX.

    WIRE LATHOVER FELT

    FELT PAPER

    FRAME WALL

    FELT STRIP

    WIRE LATH OVERMID WALLWEEP SCREEDOVER FELT STRIPMID WALL

    WEEP SCREEDOVER FELT STRIP

    MITER OVER SCREED

    FELT STRIPOVER BLOCK WALL

    BUILDING MASONRY WALL

    MID WALL WEEP SCREED DETAIL

    WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHEREWOOD STUD FRAMING IS ABOVE MASONRY WALLS.

    R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" AHLL 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 ALSO 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 FLASHINGFOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS

    FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:FMA/AAMA 100FMA/AAMA 200FMA/WDMA 250FMA/AAMA/WDMA 300

    INSTALL "PAN" FLASHING AT THE WINDOW SILL

    OPENING FOR WINDOW OR DOOR

    WHERE "PAN" FLASHING IS USED AT THE SILL, ALSOINCORPORATE FLASHINGOR 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 R703.4SCALE: N.T.S.

    8"X8"X16" CONC. BLOCK

    CONCRETE FOOTING SEEFOUNDATION PLAN FORSIZE 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 [email protected] 95%.

    DECO. CEMENT FINISHPER ASTM C-926

    SILL SET IN MORTAR

    SEE ENERGY CODE FORM FOR INSULATION R-VALUES

    1X4 P.T. STRIP

    VENTED SOFFITSHALL MEET R703.1.2.1SEE TABLE 3 ON S-3

    DRYWALL CEILINGPER NOTE 9 INTABLE 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 EACHTRUSS PER ROOF FRAMING PLAN.

    FLASHING AND DRIP EDGE PER NOTESIN TABLE 2 ON A-6

    WINDOW, SEE SCHEDULE AND PLAN.

    PRECAST LINTEL SEE FRAMING PLAN

    WINDOW BUCKS SEE TABLE 2 ON A-61X4 P.T. BUCK W. BED OF CONTINUOUS CAULK UNDER

    PROVIDE VENTILATIONPER R806.1

    8"X8" CONTINUOUSBOND 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

    .

    1'-4

    "

    W

    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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    1/2" = 1'-0"MONO TYPICAL WALL SECTION

  • WD

    WH

    HB

    HB

    HB

    HB

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    8'-0

    "

    3'-0"

    HALLWAY

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    10

    '-0

    "

    8'-10"

    DINING

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    8'-0

    "

    10

    '-0

    "

    14'-5" 8'-0"

    DINING FOYERHALLWAY

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    10

    '-0

    "

    20'-0"

    OPEN TO FOYER

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    8'-0

    "

    3'-0"

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    4'-0"

    8'-0

    "

    FINISH FLOORELEV. @ 0"

    TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"

    8'-0

    "

    3'-0"

    111'-4"

    4'-0

    "

    MASTER SUITE

    BEDROOM #2BEDROOM #3

    3 CAR GARAGE

    DINING ROOM

    GREAT ROOM

    KITCHEN

    UTILITY

    LANAI

    ENTRY

    CAFE

    BONUS

    ROOM

    W.I.C.

    W.I.C.

    W.I.C.

    BATH #2

    STUDY

    MASTER

    BATH

    FOYER

    PANTRY

    GALLERY

    A-7

    3

    A-7 1

    A-7 4

    A-7 2

    A-7

    7

    A-76

    A-7

    5

    BATH #3

    A-74

    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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    1/2" = 1'-0"A-7 E4 DINING HALLWAY

    1/2" = 1'-0"A-7 E3 DINING/ FOYER

    1/2" = 1'-0"A-7 E1 DINING/ FOYER/ HALLWAY

    1/2" = 1'-0"A-7 E2 GREAT ROOM

    1/2" = 1'-0"A-7 E6 MASTER BEDROOM

    1/2" = 1'-0"A-7 E7 MASTER BEDROOM ENTRY

    1/2" = 1'-0"A-7 E5 NOOK/ HALLWAY

    1/8" = 1'-0"

    INTERIOR WALL SECTIONS

  • WH

    HB

    HB

    HB

    HB

    1'-8

    "

    FIN. GRADE

    #5 DOWEL WITH7" HOOK, EMBED5" MIN.

    2 #5 CONT. W/3" CLEAR COVER.

    1'-0"

    1'-0"

    MIN

    .

    2'-1

    "

    3" CLEAR COVER2 #5

    8"

    8"

    ELEV. @ 0'-0"

    4" SLAB W/ 2,500 PSI CONC.W/ 6X6 #10/10 W.W.M. REINFORCINGOVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.PROVIDE TERMITE WITH "BORA CARE".

    ELEV. @ 0'-(-4")

    ELEV. @ 0'-(-4")

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER IMPACT WINDOWS.

    18'-0" X 8'-0" O.H. GARAGE DR.

    PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER

    RUN CONDUIT FOR ELECTRIC AT ISLAND

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    TIL

    E S

    HO

    WER

    RECES

    S 3

    -1/2

    "

    8'-0" X 8'-0" O.H. GARAGE DR.

    HB

    ELEV. @ 1 1/2")

    RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR IMPACT WINDOWS.

    PAVERS BY OTHERS

    PAVERS BY OTHERS

    2" SLO

    PE

    6" X 12" RECESS 6" X 12" RECESS

    METER VERIFY LOC.

    SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

    PAVERS BY OTHERS

    0" 111'-4"

    18'-9" 5'-9" 3'-6 1/2" 5'-8 1/2" 14'-0" 4'-10" 3'-4" 23'-11" 31'-6"

    6'-1

    "

    2'-3

    "3

    '-1

    0"

    10

    '-3

    "1

    3'-8

    "1

    '-0

    "

    6'-4

    "1

    7'-4

    1/2

    "

    8'-1

    0"

    4'-4

    "9

    '-1

    0"

    23

    '-0

    "

    70

    '-0

    "

    6'-0" 18'-0" 2'-0" 8'-0" 3'-0"

    9'-0

    "9

    '-1

    "7

    '-7

    "3

    '-0

    "7

    '-8

    "3

    '-0

    "7

    '-8

    "

    10

    "6

    '-0

    "1

    0"

    3'-0"

    3'-4"

    8'-6

    "

    70

    '-0

    "

    31

    '-0

    "3

    9'-0

    "

    15'-8" 1'-0" 16'-4"

    3'-1" 8" 4'-2" 7'-10" 4'-1" 2'-8"

    23'-0"

    20

    '-0

    "1

    '-0

    "1

    8'-0

    "3

    '-4

    "4

    '-0

    "3

    '-4

    "4

    '-0

    "

    111'-4"

    1'-0"

    1'-0"

    5'-4

    "1

    0'-4

    "2

    '-0

    "3

    '-4

    "8

    "4

    '-2

    "1

    2'-0

    "4

    '-6

    "

    23'-0" 10'-0" 46'-4" 32'-0"

    37'-0"

    9'-4

    "

    38'-8" 2'-6" 4'-10" 1'-8"

    29'-7" 8'-2" 4'-7" 4'-0"

    21

    '-8

    3/4

    "

    SINK & DISP

    RANGE

    16

    '-4

    "1

    4'-8

    "

    F3F3F3

    F3

    F3 W/ CURB

    F3 W

    / C

    URB

    F6A

    F6A

    INSTALL 1 3/8" THICK SOLIDWOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.

    #5 BAR IN GROUTED CELL, LAP 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM

    8F8-1B SET AT GARAGE DOOR

    HEAD HEIGHT, ADD COURSING AS

    REQUIRED TO 8X8 BOND BEAM W/ 1

    #5 TOP @ 10'-0".

    ADD #5 VERT @ 48" O.C. GROUT

    ALL SOLID.

    B

    B

    B

    B

    F3

    F5

    SAWCUT SLAB PER DETAIL 5/S-3

    F3

    F3

    F5

    F3

    F3

    P

    P

    -3'-0"

    AB

    A

    C

    CA

    C

    F3

    F3

    P

    F1

    C

    A

    A

    A

    A

    9'-10"

    B

    B

    5'-0"

    A

    A

    A

    32'-10"

    12" SQUARE MASONRY COLUMNS W/ 4#5 VERT.& #3 TIES @ 8" O.C. GROUT SOLID 4 LOCATIONS

    1'-0

    "1

    3'-8

    "

    12

    '-1

    1"

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

    20'-1"43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD

    STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

    LOWEST POINT OF HOUSE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION. PER FEMA FLOOD MAP.

    SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

    SET W/H ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

    (2) #5 RODS CONT. W/3" CLEAR COVER

    1'-0

    "

    1'-4"

    1'-8

    "

    FIN. GRADE

    #5 DOWEL WITH7" HOOK, EMBED5" MIN. BELOWGARAGE 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 INCLUDEDIN FOOTING DIMENSIONS

    2'-1

    "

    8"X8" CONC. RIBBONW/ 1 #5 ROD CONT.

    1" 3"

    8"

    8"

    PAVERSSAND

    6"

    10

    "

    GRADE

    4" CONC. SLAB

    (2) #5 RODS CONT.

    1'-0"

    RECESS

    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 2/S-6.

    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

    E

    D

    TYP

    E

    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

    E

    D

    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

    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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    1/2" = 1'-0""F3" FOOTING

    1/2" = 1'-0""F6A"

    3/16" = 1'-0"

    FOUNDATION PLAN J

    1/2" = 1'-0""F5" FOOTING

    1/2" = 1'-0""F3" WITH CURB AT GARAGE

    1/2" = 1'-0""P" PAVERS DETAIL ENTRY/ LANAI

    1/2" = 1'-0"GARAGE DOOR RECESS

  • WH

    HB

    HB

    HB

    HB

    J6

    J6

    J4

    J4

    J4

    J4

    D1

    CJ12C

    CJ1

    2C

    J2

    J2

    J2

    J2

    A10

    A9

    A8

    A18

    A12

    A14

    A13

    A15

    GE1

    V4

    V8

    V5

    V7

    V4

    V5

    V7

    V4

    V5

    V4

    V4

    V4

    V14

    V10

    V9

    V13

    V12

    V11

    CJ6

    C

    J2D

    CJ6B

    L6

    L5

    J2

    J2

    J2 E

    J4C

    V18

    V17

    V15

    V16

    PB

    5

    A29

    A28

    A27

    EJ6A

    CJ9A

    J4C

    J4C

    MG6

    J2

    J2

    J4D

    J4D

    K1

    J4E

    J4E

    CJ9

    B

    CJ9B

    J2

    J2

    J2

    J2

    A20

    MG4

    EJ8A

    D3

    B6

    B4

    A4

    A1

    A3

    A2

    CJ3

    L9

    L2

    L1

    V20

    GE

    2

    J4B

    H

    J4BA

    CJ1

    2BL

    CJ12B

    EJ8C

    J2B

    J2B

    J2B

    J2B

    H

    J6B

    H

    J6BA

    J6B

    L

    J6BL

    J4B

    J4B

    EJ4

    A7

    A6

    A5

    EJ8E M1

    V19

    B3

    GE

    3

    EJ6B

    PB2

    A23

    A22

    A24

    A21

    A26

    A25

    B1

    B2A

    B2

    CJ6

    A

    CJ6AG

    1

    J2

    J2

    J2

    J2

    B7

    G2

    MG3

    A11

    EJ8

    EJ8

    EJ8C

    L

    M2

    D2

    L7

    GE

    4

    L3

    CJ6J

    2

    J2

    PB6

    PB4

    EJ8D

    EJ8C

    A

    D4

    PB

    3

    B2B

    V21

    A16

    EJ4B

    PB1

    B5

    EJ4A

    BEARING HEIGHT

    = BEARING @ 10'-0"

    = BEARING @ 12'-0"

    = BEARING @ 16'-0"

    = INTERIOR BEARING

    @ 12'-6"

    = INTERIOR BEARING

    @ 12'-1 1/2"

    = INTERIOR BEARING

    @ 12'-0"

    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

    8F8-1B8F8-0B

    8F16-1B/1T

    PRECAST LINTEL SCHEDULE

    AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.

    2'-0"

    GR

    OU

    TE

    D

    1#5 TOP

    1#5 BOTTOM

    8F24-1B/1T

    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.

    TRUSS STRAPPING TO MASONRY

    MAX TRUSS UPLIFT @ 24" OC (LBS)

    CONNECTOR FASTENER

    161518702430 (1 PLY)2800 (2 PLY)3170 (2 PLY)5005

    (1) HTA16-18(1) HTA20 (2)HTA16- 18(2)HTA16 -18(2) HTA20 HTT45

    10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx1/2", EMBED 4"10-10dx 1/2", EMBED 4"5/8"ø ATR, EPOXY 12"

    INSTALL HTA 16-18 AT ALL TRUSSES TO 1615 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/L OF WALL.

    2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP 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 2/S-4.

    4. ' ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS. REV2

    TRUSS STRAPPING TO STUDWALL/ WOOD BEAM

    MAX TRUSS UPLIFT @ 24" OC (LBS)

    CONNECTOR FASTENER

    1005201030151285257038555140

    (1)MTW16(2) MTW16(3) MTW16(1) HTW20 (2) HTW20(3) HTW20 (4) HTW20

    12-10dX1~1/2"12-10dX1~1/2"12-10dX1~1/2"24-10dX1~1/2"24-10dX1~1/2"24-10dX1~1/2"24-10dX1~1/2"

    INSTALL AT ALL TRUSSES TO 1005 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 USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTUCTIONS. REV2

    8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD VER @ 48" O.C. GROUT ALL SOLID.

    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 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

    WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

    #5 VERTICAL @ DOT LOCATION (48" O.C. MAX) IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM

    8"X8" CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL. WITH 1 #5 BAR. PROVIDE CORNER BARS PER 8/S-3

    CORNER BARS IN BOND BEAM PER 8/S-3SEE DETAIL 9/S-3 WHERE LINTEL

    AT LANAI/ENTRY INTERSECTS MAIN WALL, TYPICAL

    13'-0" COFFERED CEILING

    13'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    13'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    11'-0" COFFERED CEILING

    13'-0"COFFERED CEILING

    13'-0" COFFERED CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    12'-0" FLAT CEILINGRIDGE

    RIDGE

    RIDGE

    RIDGE

    RIDGE

    RID

    GE

    RID

    GE

    HIP HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    HIP

    VALL

    EY

    VALL

    EY

    VALL

    EY

    VALL

    EY

    VALLEY

    VALLEY

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    13'-0" COFFERED CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    12'-0" FLAT CEILING

    ATTIC ACCESS

    ATTIC ACCESS

    VALLEY

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    10'-0" FLAT CEILING

    16'-0" FLAT CEILING

    12'-0" FLAT CEILING

    12'-0" FLAT CEILING

    8F8-0B8F8-0B 8F8-0B

    8F8

    -0B

    8F8

    -0B

    8F8

    -0B

    8F8

    -0B

    8F8

    -0B

    8F8

    -0B

    8F8

    -0B

    8F8-1B BOTTOM @ 11'-4" W/ COURSING TO 8X8 BOND BEAM W/ (1) #5 TOP @ 16'-0"

    8F8

    -0B

    8F8

    -0B

    8F8-0B 8F8-0B

    8F8

    -0B

    8F8

    -0B

    8F8-0B

    8F8-0B8F8-0B8F8-0B8F8-0B

    8F8-0B

    8F8

    -0B

    8F8

    -0B

    8F8-0B 8F8-0B

    8F8-1B AT DOOR HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1#5, TOP @ 12'-0", GROUT SOLID

    8F8

    -0B

    8F8

    -0B

    1-HTA16-18 TYP.

    NO

    N B

    EARIN

    G

    NON BEARING

    SUSPNEDED HEADERS PER DETAIL 1 & 2/S-4

    STEP U

    P B

    EAM

    12

    S-3

    1-HTA16-18 TYP.

    1-HTA16-18 @ D1

    1-HTA16-18 @ D1

    1-HTT45 THIS SIDE OF D4 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED

    2-HTA20 @ D4

    EXTERIOR CEILING PER 2/S-3

    1-HTT45 @ G2 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED

    2-HTA16-18 @ G2

    2-HTA16-18 @ A1

    8F16-1B/1T

    EXTERIOR CEILING PER 2/S-3

    8F2

    4-1

    B/1

    T

    8F16-1B/1T

    8F1

    6-1

    B/1

    T

    1-HTA16-18 @ L3

    1-HTA16-18 @ B7

    2-HTA16-18 @ B7

    12

    S-3

    1-HTA16-18 @ B1

    1-HTA16-18 @ B1

    1-HTT45 @ B1 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED

    MASTER SUITE

    BEDROOM #2BEDROOM #3

    3 CAR GARAGE

    DINING ROOM

    GREAT ROOM

    KITCHEN

    UTILITY

    LANAI

    ENTRY

    CAFE

    BONUS ROOM W.I.C.

    W.I.C.

    W.I.C.

    BATH #2

    STUDY

    MASTER BATH

    FOYER

    PANTRY

    GALLERY

    BATH #3

    HEADER PER 12/S-3

    MTW16 AT TRUSS

    STUD BEARING WALL, 2X4 SPF #2 @ 16" O.C. W/ SPH4 TOP & BOTTOM @ 16" O.C. 1/2"X6" EXPANSION BOLT @ 32" O.C W/ 2" WASHER.

    12'-0" FLAT CEILING

    8F8-1B AT DOOR HEAD HEIGHT AND AT 4" ABOVE ARCH TOP WINDOW. WOOD FRAME ARCH.

    STEP DOWN TOP OF BOND BEAM NEEDED FOR WINDOWS SEE DETAIL 7/S-4

    1-HTA16-18 TYP.

    MTW16 AT TRUSS

    5

    S-4

    1-HTA16-18 TYP.

    HEADER PER 12/S-3

    HD6161F HANGER W/ 26-16D

    4B

    S-4

    4A

    S-4

    HTT5KT @ B7 PER DETAIL 3/S-4 W/ 51/4X51/4 PSL POST

    TOP OF WALL 10'-0" FOR BEARING OF LVL

    HTA16-18 @ 32 O.C. @ INSIDE FACE OF GABLE

    12'-1/2" BEARING

    RIDGE

    HIP

    HIP

    HIP

    RID

    GE

    8F8

    -0B

    HIP

    WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET ( DR HORTON REQUIREMENT )

    (+42.9 -46.5)(+42.9 -46.5)(+42.9 -46.5)(+42.9 -46.5)(+42.9 -46.5)

    (+4

    2.9

    -5

    7.4

    )

    6'-4

    "

    (+4

    2.9

    -4

    6.5

    )

    (+37.7 -42.6)

    (+37.7 -42.6)

    (+3

    6.1

    -4

    0.3

    )(+

    42.9

    -4

    6.5

    )

    (+4

    2.9

    -4

    6.5

    )

    (+42.9 -46.5) (+42.9 -46.5) (+42.9 -57.4)

    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

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    L:\0

    -New D

    ata\

    1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

    R H

    ORTO

    N 2

    019\M

    OD

    ELS

    \3692 E

    STAND

    ARD

    \REVIT

    \3692 E

    .rvt

    S-2 E

    ROOF FRAMING PLAN

    36

    92

    E

    Pro

    ject

    Nam

    e

    JSL

    11/17/19

    AD

    DRS:

    Ent

    er

    addre

    ss h

    ere

    Pro

    ject

    Num

    ber

    3/16" = 1'-0"

    ROOF FRAMING PLAN

    TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY SCOSTA JOB# 45150E DATED: 03/19/18 REVISED: 07/18/18

    SheetsA-1 E - ELEVATIONA-2 E - SLAB-PLUMBINGA-3 E - FLOORA-4 E - ROOFA-5 E - ELECTRICALA-6 E - SECTIONSA-7 E - INTERIOR WALL SECTIONSS-1 E - FOUNDATIONS-2 E - ROOF FRAMING PLAN