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A-1...WH WH HB HB 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.

Feb 18, 2020

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  • FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEARINGELEV. @ 8'-8"

    TOP OF BEARINGELEV. @ 8'-8"

    16070 O.H.G.D.16070 O.H.G.D. 25 SH25 SH

    1'-4"1'-4"

    TILE OR SHINGLE ROOF

    6'-8

    "

    1'-7"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEARINGELEV. @ 8'-8"

    TOP OF BEARINGELEV. @ 8'-8"

    2-25 SH

    3068 ENTRY DR. W/ 36" X 12"

    TRANSOM ABOVE MULLED

    TOGETHER (971/2" M.O.)

    25 SH

    1'-4" 1'-4"

    2'-0"

    1'-8

    "

    5

    125

    12

    5

    12

    512

    7'-4

    "

    3'-0

    " M

    AX

    BOTTOM OF VENT SHALL BE

    LOCATED NO MORE THAN

    3'-0" BELOW THE RIDGE PER

    R806.2.2

    2'-8"

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEARINGELEV. @ 8'-8"

    TOP OF BEARINGELEV. @ 8'-8"

    2-25 SH3068 ENTRY DR. W/ 36" X 12"

    TRANSOM ABOVE MULLED

    TOGETHER (971/2" M.O.)

    25 SH

    1'-4"1'-4"

    12

    5

    12

    5

    7'-4

    "

    BOTTOM OF VENT SHALL BE

    LOCATED NO MORE THAN

    3'-0" BELOW THE RIDGE PER

    R806.2.2

    3'-0

    " M

    AX

    1'-8

    "

    FINISH FLOORELEV. @ 0"

    FINISH FLOORELEV. @ 0"

    TOP OF BEARINGELEV. @ 8'-8"

    TOP OF BEARINGELEV. @ 8'-8"

    8080 SL.GL.DR.2-25 SH2-25 SH8080 SL.GL.DR.

    1'-4"1'-4"

    7'-4

    "

    WHERE THE ROOF FRAMING

    CONFLICTS WITH THE ROOF

    VENTS, INSTALLATION OF THE

    VENT MORE THAN 3'-0" BELOW

    THE RIDGE IS ALLOWED PER

    R806.2.2

    2 HR FIRE WALL

    MIN. MIN.

    4'-0" 4'-0"

    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

    K:\1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

    R H

    ORTO

    N 2

    019\S

    UBDIV

    ISIO

    NS\W

    ATERFO

    RD

    II

    TV'S

    \11068 L

    OT 3

    72-3

    73 1

    498 E

    \REVIT

    \11068 1

    498 E

    .rvt

    A-1

    ELEVATION

    VIL

    LA E

    MO

    DEL

    1498

    JWC

    JSL

    09/24/19

    LOT:

    37

    2-3

    73

    SUBD

    IVIS

    ION:

    WATERFO

    RD

    II TVs

    AD

    DRS:

    70

    88

    -70

    96

    CRYSTAL

    WAY

    D.R

    .H.

    #:

    579

    17

    01

    61

    -162

    GC

    D J

    OB #

    11

    068

    3/16" = 1'-0"

    FRONT ELEVATION

    3/16" = 1'-0"

    LEFT ELEVATION

    3/16" = 1'-0"

    RIGHT ELEVATION

    3/16" = 1'-0"

    REAR ELEVATION

    6" RAISED

    BANDING

    KEYSTONE

  • WHWH

    HB

    HB

    HB HB

    19'-8" 19'-8"

    59'-4"59'-4"

    31

    '-6

    "5

    '-0

    "2

    4'-6

    "9

    '-0

    "

    70

    '-0

    "

    1'-4

    "7

    '-8

    "

    1'-4" 14'-6" 13'-10" 13'-10" 14'-6" 1'-4"

    15'-10" 27'-8" 15'-10"

    59'-4"

    2'-6" 8'-0" 5'-4"5'-4" 8'-0" 2'-6"

    16

    '-4

    "3

    '-2

    "3

    '-0

    "2

    '-8

    "8

    '-2

    "1

    1'-8

    "4

    '-4

    "2

    '-1

    0"

    15

    '-1

    0"

    7'-8

    "1

    '-4

    "

    31

    '-6

    "5

    '-0

    "2

    4'-6

    "9

    '-0

    "

    70

    '-0

    "

    9'-0

    "7

    '-7

    "1

    2'-7

    "2

    0'-4

    "2

    0'-6

    "

    16

    '-4

    "3

    '-2

    "3

    '-0

    "2

    '-8

    "8

    '-2

    "1

    1'-8

    "4

    '-4

    "2

    '-1

    0"

    15

    '-1

    0"

    9'-0

    "7

    '-7

    "1

    2'-7

    "2

    0'-4

    "2

    0'-6

    "

    19'-0" 19'-0"

    27'-6" 2'-2" 2'-2" 27'-6"

    4'-0" 25'-8" 25'-8" 4'-0"

    PAN

    SHOWER

    PAN

    SHOWER

    RANGE

    DBL

    SIN

    K

    REF S

    PAC

    E

    RANGE

    DBL

    SIN

    K

    REF S

    PAC

    E

    ELEV. @ 0'-(-4")

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

    PROVIDE 1/4" WATER

    LINE @ REF. SPACE

    FOR ICE MAKER RECES

    S

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

    ELEV. @ 0'-(-4")

    2" SLO

    PE

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

    INSTALL 1 3/8" THICK SOLID

    WOOD 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

    ELEV. @ 0'-(-4")

    2" SLO

    PE

    INSTALL 1 3/8" THICK SOLID

    WOOD DOOR BETWEEN LIVING AND

    GARAGE PER FLORIDA BUILDING CODE

    R302.5.1.

    SET A/C PAD ABOVE

    FLOOD ELEV W/ 1'-0"

    FREEBOARD PER FBCR

    R322.2.1.

    STANDARD SGD RECESS 1-1/2".

    IMPACT GLASS SGD RECESS

    2-1/2".

    ELEV. @ 0'-(-4")

    5'-0" TUB5'-0" TUB

    WASHERWASHER

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

    RECES

    S

    8F8-1B SET AT GARAGE DOOR HEAD

    HEIGHT, ADD COURSING AS REQUIRED TO

    8X8 BOND BEAM W/ 1 #5 TOP @ 9-4".

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

    SOLID.

    8F8-1B SET AT GARAGE DOOR HEAD

    HEIGHT, ADD COURSING AS REQUIRED

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

    9-4". ADD #5 VERT @ 48" O.C. GROUT

    ALL SOLID.

    F3 F3

    F3F3

    F3

    F3

    F3

    F3

    F3

    F6

    F3

    F3

    F3F3

    F6A

    F3

    F3

    F3

    F6

    F6A

    F3 W

    / C

    URB

    F3

    F3 W

    / C

    URB

    F3

    ELEV. @ 0'-(-4")ELEV. @ 0'-(-4")

    7'-8

    "

    7'-8

    "

    A

    AA

    A

    A

    A

    A

    A

    F3

    F5

    P P

    P

    P

    P

    P

    S-2

    4

    6"

    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"

    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 A/C PAD ABOVE

    FLOOD ELEV W/ 1'-0"

    FREEBOARD PER FBCR

    R322.2.1.

    SET W/H ABOVE FLOOD

    ELEV W/ 1'-0" FREEBOARD

    PER FBCR R322.2.1. SET W/H ABOVE FLOOD

    ELEV W/ 1'-0" FREEBOARD

    PER FBCR R322.2.1.

    2 HOUR FIREWALL USING 2 HOUR

    FIRE RATED 8" MASONRY PER FBC

    721 "PRESCRIPTIVE FIRE

    RESISTANCE" SEE TABLE ON

    SHEET A-4

    STANDARD SGD RECESS 1-1/2".

    IMPACT GLASS SGD RECESS

    2-1/2".

    PROVIDE TERMITE

    TREATMENT WITH

    "BORA CARE"

    PROVIDE TERMITE

    TREATMENT WITH

    "BORA CARE"

    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

    "

    (2) #5 RODS CONT. W/

    3" CLEAR COVER

    1'-0

    "

    1'-4"

    8"X8" CONC. RIBBON

    W/ 1 #5 ROD CONT.

    1" 3"

    8"

    8"

    PAVERSMORTAR

    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

    T

    E

    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 TOGARAGE, SEEDETAIL

    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-1.

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

    3" CLEAR COVER1 #5

    8"

    8"

    3" CLEAR COVER2 #5

    8"

    1'-4"

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    K:\1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

    R H

    ORTO

    N 2

    019\S

    UBDIV

    ISIO

    NS\W

    ATERFO

    RD

    II

    TV'S

    \11068 L

    OT 3

    72-3

    73 1

    498 E

    \REVIT

    \11068 1

    498 E

    .rvt

    A-2

    FOUNDATION

    VIL

    LA E

    MO

    DEL

    1498

    JWC

    JSL

    09/24/19

    LOT:

    37

    2-3

    73

    SUBD

    IVIS

    ION:

    WATERFO

    RD

    II TVs

    AD

    DRS:

    70

    88

    -70

    96

    CRYSTAL

    WAY

    D.R

    .H.

    #:

    579

    17

    01

    61

    -162

    GC

    D J

    OB #

    11

    068

    3/16" = 1'-0"

    FOUNDATION PLAN

    1/2" = 1'-0"

    "F3" FOOTING

    1/2" = 1'-0"

    "F3" WITH CURB AT GARAGE

    1/2" = 1'-0"

    "F5" FOOTING

    1/2" = 1'-0"

    "P" PAVERS DETAIL ENTRY/ LANAI

    1/2" = 1'-0"

    "F6A"

    1/2" = 1'-0"

    "F6" STEP DOWN

  • WHWH

    HB

    HB

    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

    SQUARE FOOTAGE UNIT #1

    LIVING AREA

    GARAGE AREA

    LANAI AREA

    FRONT PORCH/ ENTRY AREA

    1,503

    391

    143

    20

    TOTAL SQUARE FOOTAGE 2,057

    29'-8"

    70

    '-0

    "

    29'-8"

    15'-3" 1'-0" 6'-6" 6'-11"

    15'-10" 13'-10"

    16'-3" 6'-6" 5'-5" 1'-6"

    9'-0

    "5

    '-6

    "3

    '-1

    0 1

    /2"

    6'-9

    1/2

    "1

    3'-1

    0"

    2'-4

    "4

    '-7

    "3

    '-3

    "2

    0'-1

    0"

    10

    "

    9'-8

    "3

    '-4

    "6

    '-1

    0"

    8'-8

    "2

    '-4

    "1

    2'-0

    "2

    '-0

    "

    4'-0" 11'-4" 3'-8" 4'-0" 4'-0" 2'-8"

    19'-8" 10'-0"

    19'-0" 10'-8"

    5'-4" 8'-0" 2'-6"

    29'-8"

    29'-8"

    15'-3"1'-0"6'-6"6'-11"

    15'-10"13'-10"

    16'-3"6'-6"5'-5"1'-6"

    5'-6

    "3

    '-1

    0 1

    /2"

    6'-9

    1/2

    "1

    3'-1

    0"

    2'-4

    "4

    '-7

    "3

    '-3

    "2

    0'-1

    0"

    9'-0

    "2

    4'-6

    "5

    '-0

    "3

    1'-6

    "

    10

    "

    9'-8

    "3

    '-4

    "6

    '-1

    0"

    8'-8

    "2

    '-4

    "1

    4'-0

    "

    4'-0"11'-4"3'-8"4'-0"4'-0"2'-8"

    19'-8"10'-0"

    19'-0"10'-8"

    5'-4"8'-0"2'-6"

    27

    '-0

    "4

    '-6

    "1

    '-0

    "3

    '-0

    "1

    '-0

    "9

    '-6

    "1

    5'-0

    "7

    '-8

    "1

    '-4

    "

    1'-4

    "7

    '-8

    "1

    5'-0

    "9

    '-6

    "1

    '-0

    "3

    '-0

    "1

    '-0

    "4

    '-6

    "2

    7'-0

    "

    31

    '-6

    "5

    '-0

    "2

    4'-6

    "9

    '-0

    "

    70

    '-0

    "

    1'-4" 14'-6" 4'-0" 9'-10" 9'-10" 4'-0" 14'-6" 1'-4"

    59'-4"

    NOTE: INSTALL 1-3/8" THICK SOLID

    WOOD DOOR BETWEEN LIVING AND

    GARAGE PER R302.5.1.

    NOTE: THE GARAGE SHALL BE SEPERATED

    FROM THE RESIDNECE AND ATTIC AREA BY

    NOT LESS THEN 1/2" GYPSUM BOARD

    APPLIED TO THE GARAGE SIDE.

    2017

    ACCESSIBLE

    2017

    ACCESSIBLE

    NOTE: INSTALL 1-3/8" THICK SOLID

    WOOD DOOR BETWEEN LIVING AND

    GARAGE PER R302.5.1.

    NOTE: THE GARAGE SHALL BE SEPERATED

    FROM THE RESIDNECE AND ATTIC AREA BY

    NOT LESS THEN 1/2" GYPSUM BOARD

    APPLIED TO THE GARAGE SIDE.

    ESC

    APE

    OVERH

    EAD

    CABIN

    ETS

    12" VINYL

    SHELVING

    EG

    RES

    S

    EG

    RES

    S

    EGRESS

    EGRESS

    VERIFY LOCATION W/ SITE

    PLAN, A/C NOT TO

    ENCROACH EASEMENT

    MIN. R-13 INSULATION

    W

    PAN SHOWER

    MIR

    ESC

    APE

    A/H

    EGRESS

    EGRESS

    VERIFY LOCATION W/ SITE

    PLAN, A/C NOT TO

    ENCROACH EASEMENT

    D

    PAN SHOWER

    MIR

    12" VIN

    YL

    SHELV

    ING

    MIN. R-13 INSULATION

    D W

    MIR

    5'-0" TUB

    4X1

    6"

    SHLV

    2" X 4" SPF # 2 PT.

    STUDS AT 16" O.C.

    BEARING WALL

    16'-0" X 7'-0" O.H. GARAGE DOOR

    8'-8" FLAT CEILING

    ATTIC ACCESS

    ATTIC ACCESS

    16'-0" X 7'-0" O.H. GARAGE DOOR

    4X16"

    SHLV

    12" VIN

    YL

    SHELV

    ING

    4X16"

    SHLV

    4X16"

    SHLV

    4X16

    "

    SH

    LV

    4X16"

    SHLV

    MIR

    5'-0" TUB

    12" VINYL

    SHELVING

    A/H

    2 CAR GARAGE

    ENTRY

    BEDROOM

    # 2

    LANAIMASTER SUITE

    KITCHEN

    GREAT ROOM

    DEN

    2 CAR GARAGE

    ENTRY

    UTILITY

    BEDROOM

    # 2

    LANAIMASTER SUITE

    KITCHEN

    GREAT ROOM

    DEN

    BATH #2

    MASTER

    BATH

    UTILITY

    BATH #2

    W.I.C. W.I.C.

    UNIT #1 UNIT #2

    DININGDINING

    B

    2

    B B

    2

    B

    3

    A

    11

    A

    3

    MASTER

    BATH

    DB S

    INK

    DW

    OVERH

    EAD

    CABIN

    ETS

    RANGE

    W/ HOOD

    OVERHEAD CABINETS

    DB S

    INK

    DW

    RANGE

    W/ HOOD

    OVERHEAD CABINETS

    2" X 4" SPF # 2 PT.

    STUDS AT 16" O.C.

    BEARING WALL

    1'-10" 16'-0" 1'-10" 3'-4" 6'-8" 6'-8" 3'-4" 1'-10" 16'-0" 1'-10"

    59'-4"

    AA

    2

    2222

    2

    2

    52

    24

    5

    3

    2

    2

    2

    22

    2

    2

    2

    5

    2

    4

    3

    25

    2

    3 3

    EGRESS

    EGRESS

    12" VINYL SHELVING 12" VINYL SHELVING

    REF.

    REF.

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING 8'-8" FLAT CEILING

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING 8'-8" FLAT CEILING

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT

    CEILING

    8'-8" FLAT

    CEILING

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

    (+29.4 -33.3) (+29.4 -33.3)

    (+3

    3.5

    -3

    6.3

    )

    (+3

    3.5

    -3

    6.3

    )

    (+3

    3.5

    -3

    6.3

    )

    (+3

    3.5

    -3

    6.3

    )

    (+3

    3.5

    -3

    6.3

    )

    (+3

    3.5

    -3

    6.3

    )

    (+28.2 -31.5) (+28.2 -31.5)

    (+33.5 -36.3)

    (+33.5 -36.3)

    C

    C

    2" X 6" SPF # 2 PT.

    STUDS AT 16" O.C.

    @ BATHROOM

    6" W

    ALL

    6" W

    ALL

    2" X 6" SPF # 2 PT.

    STUDS AT 16" O.C.

    @ BATHROOM

    2 HOUR FIREWALL USING 2 HOUR

    FIRE RATED 8" MASONRY PER FBC

    721 "PRESCRIPTIVE FIRE

    RESISTANCE" SEE TABLE ON

    SHEET A-4

    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

    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 FOOTAGE UNIT #2LIVING AREA

    GARAGE AREA

    LANAI AREA

    FRONT PORCH/ ENTRY AREA

    1,503

    391

    143

    20

    TOTAL SQUARE FOOTAGE 2,057

    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

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    K:\1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

    R H

    ORTO

    N 2

    019\S

    UBDIV

    ISIO

    NS\W

    ATERFO

    RD

    II

    TV'S

    \11068 L

    OT 3

    72-3

    73 1

    498 E

    \REVIT

    \11068 1

    498 E

    .rvt

    A-3

    FLOOR

    VIL

    LA E

    MO

    DEL

    1498

    JWC

    JSL

    09/24/19

    LOT:

    37

    2-3

    73

    SUBD

    IVIS

    ION:

    WATERFO

    RD

    II TVs

    AD

    DRS:

    70

    88

    -70

    96

    CRYSTAL

    WAY

    D.R

    .H.

    #:

    579

    17

    01

    61

    -162

    GC

    D J

    OB #

    11

    068

    DOOR SCHEDULETYPE

    MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH ZONE 4 ZONE 5 QTY

    1 16070 OHGD GARAGE DOOR 7'-0" 16'-0" +28.2/-31.5 +28.2/-31.5 2

    2 2-4080 SL. GL. DR. DISTINCTION 8'-0" 8'-0" +29.4/-33.3 +29.4/-33.3 2

    3 3068 ENTRY DISTINCTION 6'-8" 3'-0" +33.5/-36.3 +33.5/-44.8 2

    WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH ZONE 4 ZONE 5 QTY

    A 25 SH 5'-3" 3'-2" +33.5/-36.3 +33.5/-44.8 4

    B 2-25 SH 5'-3" 6'-4" +33.5/-36.3 +33.5/-44.8 4

    C 36" X 12"

    TRANSOM

    1'-0" 3'-0" +33.5/-36.3 +33.5/-44.8 2

    GARAGE DOOR ASSUMES 2' IN ZONE 5.

    3/16" = 1'-0"

    FLOOR PLAN

    WIIND PRESSURES PER ASCE7-10 160 MPH, EXPOSURE C AND CONVERTED TO

    ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. Vasd= 124 MPH

    WIIND PRESSURES PER ASCE7-10 160 MPH, EXPOSURE C AND CONVERTED TO

    ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. Vasd= 124 MPH

    6" W

    ALL

    6" W

    ALL

  • WHWH

    HB

    HB HB

    J2

    J4

    J6

    J2

    J4

    CJ1

    1

    J6

    A1

    A2

    A3

    A4

    A5

    A6

    A7

    A8

    A9

    A12

    A14

    A15

    A16

    A18

    A13

    J2

    J4

    J6

    J6

    J2

    J4

    CJ1

    1

    A18

    A3

    A4

    A5

    A7

    A6

    A8

    A2

    A9

    A12

    A15

    A14

    A16

    A1

    A13

    A19 A19

    PB1

    PB3

    PB1

    PB3

    EJ8

    V1

    V2

    V3

    V4

    V3

    V2

    V4

    V1

    A10

    A11

    A17

    A10

    PB

    2

    EJ2

    EJ8

    EJ2

    A17

    A10

    A11

    A10

    PB

    2

    8'-8" FLAT CEILING

    8F16-1B/1T 8F8-0B

    8F1

    6-1

    B/1

    T

    8F8-1B

    8F8

    -0B

    8F1

    6-1

    B/1

    T

    8F6

    -1B

    8F8

    -0B

    8F16-1B/1T8F8-0B

    8F1

    6-1

    B/1

    T8

    F8

    -0B

    8F6

    -1B

    #5 VERTICAL @ DOT

    LOCATION (48" O.C. MAX) IN

    GROUTED CELL W/ 7" HOOK

    INTO BOND BEAM

    CORNER BARS IN

    BOND BEAM PER 8/S-1

    SEE DETAIL 9/S-1 WHERE LINTEL

    AT LANAI/ENTRY INTERSECTS

    MAIN WALL, TYPICAL

    EXTERIOR CEILING

    PER 2/S-1

    EXTERIOR CEILING

    PER 2/S-1

    SEE DETAIL 9/S-1 WHERE

    LINTEL AT LANAI/ENTRY

    INTERSECTS MAIN WALL,

    TYPICAL

    #5 VERTICAL @ DOT LOCATION

    (48" O.C. MAX) IN GROUTED

    CELL W/ 7" HOOK INTO BOND

    BEAM

    CORNER BARS IN

    BOND BEAM PER 8/S-1

    SEE DETAIL 9/S-1 WHERE LINTEL

    AT LANAI/ENTRY INTERSECTS

    MAIN WALL, TYPICAL

    EXTERIOR CEILING

    PER 2/S-1

    STUD BEARING WALLS, 2X4

    SPF @ 16" O.C., BLOCKING

    AT MID HEIGHT. SPH4 TOP

    & BOTTOM @ 16" O.C. PT

    SILL PLATE W/ 1/2" X 6"

    EXPANSION BOLTS @ 32"

    OC. W/ 2" WASHER.

    SEE DETAIL 9/S-1 WHERE

    LINTEL AT LANAI/ENTRY

    INTERSECTS MAIN WALL,

    TYPICAL

    SEE DETAIL 9/S-1 WHERE LINTEL

    AT LANAI/ENTRY INTERSECTS

    MAIN WALL, TYPICAL

    SEE DETAIL 9/S-1 WHERE LINTEL

    AT LANAI/ENTRY INTERSECTS

    MAIN WALL, TYPICAL

    ROOF SHEATHING SHALL BE FIRE

    RETARDANT TREATED PLYWOOD

    WITHIN 4'-0" OF EACH SIDE OF

    DIVIDING WALL PER FBC 706.4.1.1

    8" X 8" CONTINUOUS

    MASONRY BOND

    BEAM AT TOP OF

    WALL WITH 1 #5 BARS

    PROVIDE UL#

    301 DETAIL

    WITHIN EAVE

    PROVIDE UL#

    301 DETAIL

    WITHIN EAVE

    8" X 8" CONTINUOUS

    MASONRY BOND

    BEAM AT TOP OF

    WALL WITH 1 #5 BARS

    2 HOUR

    MASONRY

    WALL PER

    SHEET S-2

    ATTIC ACCESSATTIC ACCESS

    8F8

    -0B

    8F8-1B

    2 CAR GARAGE

    ENTRY

    BEDROOM

    # 2

    LANAIMASTER SUITE

    KITCHEN

    GREAT ROOM

    DEN

    2 CAR GARAGE

    ENTRY

    UTILITY

    BEDROOM

    # 2

    LANAIMASTER SUITE

    KITCHEN

    GREAT ROOM

    DEN

    BATH #2

    MASTER

    BATH

    UTILITY

    BATH #2

    W.I.C. W.I.C.

    UNIT #1 UNIT #2

    DININGDINING

    MASTER

    BATH

    8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 8'-8". 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

    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

    1-HTA16-18

    @ A1

    4'-0" 4'-0"

    1-HTA20

    @ A1

    1-MTW16

    @ A1

    1-MTW16

    @ A1

    1-HTA20

    @ A1

    1-HTA16-18

    @ A1

    8F1

    6-1

    B/1

    T

    EXTERIOR CEILING

    PER 2/S-1

    1-HTA16-18

    TYPICAL

    1-HTA16-18, TYP.

    S-2

    4

    2-2X8 HEADER W/

    MSTA18 EACH END

    2-2X8 HEADER W/

    MSTA18 EACH END

    8F8-0B8F8-0B

    HTA16-18 @ 32" O.C.

    @ INSIDE FACE OF

    GABLE

    MTW16

    TYPICAL

    OUTLOOKERS PER

    DETAIL 13/S-1

    MTW16

    TYPICAL

    GABLE END BRACE

    PER 12/S-1

    HTA16-18 @ 32" O.C.

    @ INSIDE FACE OF

    GABLE

    GABLE END BRACE

    PER 12/S-1

    WHERE ROOF SHEATHING CONTACTS

    ONLY THE EDGE OF ROOF TRUSSES,

    INSTALL BEVELLED BLOCKING PER

    DETAIL THIS SHEET (DR HORTON

    COMPANY REQUIREMENT)

    STUD BEARING WALLS, 2X4 SPF @

    16" O.C., BLOCKING AT MID

    HEIGHT. SPH4 TOP & BOTTOM @

    16" O.C. PT SILL PLATE W/ 1/2" X 6"

    EXPANSION BOLTS @ 32" O.C. W/

    2" WASHER

    STUD BEARING WALLS, 2X4 SPF @

    16" O.C., BLOCKING AT MID

    HEIGHT. SPH4 TOP & BOTTOM @

    16" O.C. PT SILL PLATE W/ 1/2" X 6"

    EXPANSION BOLTS @ 32" O.C. W/

    2" WASHER

    SOFFITS DO NOT MEET A/150

    RULE FOR ATTIC VENTILATION,

    THEREFORE, RIDGE VENTS ARE

    REQUIRED, SEE TABLE

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING8'-8" FLAT CEILING

    8'-8" FLAT CEILING

    8'-8" FLAT CEILING 8'-8" FLAT CEILING

    8'-8" FLAT CEILING 8'-8" FLAT CEILING

    SET LINTEL AT TOP

    OF WALL AS THE

    BOND BEAMSET LINTEL AT TOP

    OF WALL AS THE

    BOND BEAM

    (8" LI

    NTEL

    W/

    2" REC

    ES

    S)

    (8" LI

    NTEL

    W/

    2" REC

    ES

    S)

    U301 DETAIL

    WITHIN EAVE

    R.V

    .R.V

    .R.V

    .

    R.V

    .R.V

    .R.V

    .

    R.V.R.V.

    AT BATHROOM 2X6 SPF #2 @ 16" O.C.

    BLOCKING AT MIDHEIGHT SPH6 TOP &

    BOTTOM @ 16" O.C. PT SILL PLATE W/

    1/2" X 6" EXPANSION BOLTS @ 32" O.C.

    W/ 2" WASHER

    AT BATHROOM 2X6 SPF #2 @ 16" O.C.

    BLOCKING AT MIDHEIGHT SPH6 TOP &

    BOTTOM @ 16" O.C. PT SILL PLATE W/

    1/2" X 6" EXPANSION BOLTS @ 32" O.C.

    W/ 2" WASHER

    AT BATHROOM 2X6 SPF #2 @ 16" O.C.

    BLOCKING AT MIDHEIGHT SPH6 TOP &

    BOTTOM @ 16" O.C. PT SILL PLATE W/

    1/2" X 6" EXPANSION BOLTS @ 32" O.C.

    W/ 2" WASHER

    AT BATHROOM 2X6 SPF #2 @ 16" O.C.

    BLOCKING AT MIDHEIGHT SPH6 TOP &

    BOTTOM @ 16" O.C. PT SILL PLATE W/

    1/2" X 6" EXPANSION BOLTS @ 32" O.C.

    W/ 2" WASHER

    2 HOUR FIREWALL USING 2 HOUR

    FIRE RATED 8" MASONRY PER FBC

    721 "PRESCRIPTIVE FIRE

    RESISTANCE" SEE TABLE ON

    SHEET A-4

    TRUSS STRAPPING TO MASONRY

    MAX TRUSS UPLIFT

    @ 24" OC (LBS)CONNECTOR FASTENER

    1615

    1870

    2430 (1 PLY)

    2800 (2 PLY)

    3170 (2 PLY)

    5005

    (1) HTA16-18

    (1) HTA20

    (2)HTA16- 18

    (2)HTA16 -18

    (2) HTA20

    HTT45

    10-10dx1-1/2", EMBED 4"

    10-10dx1-1/2", EMBED 4"

    10-10dx1-1/2", EMBED 4"

    10-10dx1-1/2", EMBED 4"

    10-10dx1-1/2", 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 10/S-1.

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

    INSTRUCTIONS. REV2

    TRUSS STRAPPING TO STUD WALL/ WOOD BEAM

    MAX TRUSS UPLIFT

    @ 24" OC (LBS)CONNECTOR FASTENER

    1005

    2010

    3015

    1285

    2570

    3855

    5140

    (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

    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

    MODEL 1498: ATTIC VENTILATION FBCR R806

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

    AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED

    (ATTIC AREA/150=14.55 SQ. FT.)

    ATTIC VENTILATION REQUIRED

    (ATTIC AREA/300 =7.28 SQ. FT.)

    MARK

    1

    SOFFIT

    2183.0 SQ. FT.

    REQ'D AIR FLOW OF SOFFIT QUAD 4 SOFFIT HAS

    8.15%

    QUANTITY OF ROOF VENTS

    4 2.7%

    COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS

    (R.V.)

    ROOF VENTS ARE REQUIRED

    32" BASE

    22

    -3/8

    " BASE

    LOMANCO 770-D

    0.97 SQ. FT. FREE AIR

    (NO ROOF VENTS)

    9.83%

    "SOFFIT ONLY" DOES NOT QUALIFY

    SOFFIT MODEL

    ACM QUAD 4, FULL VENT,

    NARROW PATTERN,

    8.15% FREE AIR FLOW

    ATTIC

    148.0 SQ. FT.

    MIN AIR FLOW OF SOFFIT

    ROOF VENT MODEL

    PLAN NOTES:

    1. ROOF TRUSS BEARING ELEVATION VARIES, SEE

    LEGEND.

    2. ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED

    BY A DELEGATED TRUSS ENGINEER PER DESIGN

    CRITERIA ON SHEET S-1.

    3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS

    SHEET.

    4. FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1.

    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-1.

    BEARING HEIGHT

    = BEARING @ 8'-8"

    MINIMUM EQUIVALENT THICKNESS1 (IN) BEARING

    OR NON-BEARING CONCRETE MASONRY WALLS

    F.B.C. TABLE 722.3.2

    TYPE OF AGGREGATEFIRE - RESISTANCE RATING (HOURS)

    1. PUMICE OR EXPANDED SLAG

    2. EXPANDED SHALE, CLAY OR SLATE

    3. LIMESTONE, CINDERS, OR

    UNEXPANDED SLAG

    2

    3.2"

    3.6"

    4.0"

    FOR THE 2 HOUR FIREWALL, PURCHASE ONLY BLOCK WITH 2 HOUR FIRE

    RATED MARKING, LABEL OR DOCUMENTATION.

    2 HOUR FIREWALL USING 8" MASONRY PER

    FBC 721 "PRESCRIPTIVE FIRE RESISTANCE"

    HR

    4. CALCAREOUS OR SILICEOUS

    GRAVEL 4.2"

    ROOF SHEATHING

    8d RING SHANK @

    6" O.C.

    16d NAILS

    @ 8" O.C.

    2" X () BLOCKING W/

    BEVEL CUT TOP

    ROOF TRUSS

    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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    LOT:

    37

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    SUBD

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    RD

    II TVs

    AD

    DRS:

    70

    88

    -70

    96

    CRYSTAL

    WAY

    D.R

    .H.

    #:

    579

    17

    01

    61

    -162

    GC

    D J

    OB #

    11

    068

    3/16" = 1'-0"

    ROOF PLAN

    TRUSS BEARING CONDITIONS AND STRAPPING

    BASED ON TRUSS LAYOUT PREPARED BY SCOSTA JOB# 44060 DATED: 08/22/17

    REVISED: 08/22/19

    1/2" = 1'-0"

    BEVELLED BLOCKING

  • WHWH

    HB

    HB

    HB HB

    TV

    TV

    TV

    P

    TV

    TV

    P

    TV

    TV

    TV

    GFI @ 42"

    A.F.F.

    GFI @ 42"

    A.F.F.

    KEYLESSKEYLESS

    STUB OUT FOR

    GARAGE DOOR OPENER STUB OUT FOR

    GARAGE DOOR OPENER

    A/C DISCCONNECT

    ELECTRIC METER

    KK

    ATTIC ACSESS ATTIC ACSESS

    150 AMP PANEL

    A/C DISCCONNECT

    ELECTRIC METER 150 AMP PANEL

    SD

    SCD

    SD

    SCD

    WP GFIWP GFI

    WP

    GFI

    WP

    GFI

    SCD

    SDSD

    SCD

    WPWP

    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 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

    FOUNDATION STEEL 1 #4

    (3) 3/0 W/ #6 GND. THWN CU

    IN 2" CONDUIT

    METER

    2P-200A M.C.B.

    22,000 A.I.C.

    NEMZ-3R ENCL.

    (3) 3/0 THWN CU

    IN 2" CONDUIT

    A/C DISC #1 2P 60/50

    NEMA-3RK5-FUSES

    A.H.U. 2P-60

    AMP C.B.

    (2) #6'S THWN

    (1) #10 GND.

    THWN CU 3/4" COND.

    150A

    BRKR

    PANEL POOL PUMP 2P 30/30

    NEMA-3R RK5-FUSES

    #(2) #10 THWN

    (1) #10 GND.

    THWN CU 3/4" C

    UNDERGROUND

    SERVICE PROVIDED

    BY LOCAL ELECT.

    COMPANY (1) #4 CU GND. TO 5/8" DIA X 8'-0"

    LONG METAL ROD AS PER 250-83C

    & COLD WATER PIPE

    NOTE: ALUMINUM WIRE

    OF EQUAL AMPERAGE

    MAY SUBSTITUTED

    C.W.P.

    1#4

    F

    F

    M

    ELECTRICAL RISER DIAGRAM150 AMP SERVICE RISER

    ELECTRICAL OUTLETS PLACED IN FIRE RATED WALLS SHALL BE IN

    CONFORMANCE WITH THE UNDERWRITERS LABORATORIES, INC.,

    FIRE RESISTANCE DIRECTORY, CURRENT EDITION. THESE

    REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE

    FOLLOWING SPECIFIC ITEMS:

    A) INDIVIDUAL OUTLET/SWITCH BOXES SHALL OT EXCEED (16 )

    SQUARE INCHES IN AREA.

    B) AGGREGATE AREA OF OUTLET/SWITCH BOXES SHALL NOT

    EXCEED (100) SQUARE INCHES WITHIN (100) SUARE FEET OF

    WALL AREA.

    C) OUTLET/SWITCH BOXES LOCATED ON OPPOSITE SIDE OF THE

    SAME WALL SHALL BE SEPERATED BY A MINIMUM OF (24)

    INCHES.

    D) ALL OUTLET/SWITCH BOXES SHALL BE SECURELY ATTACHED

    TO THE STUDS AND THE OPENING IN THE WALL BOARD FACING

    SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX

    AND THE WALLBOARD DOES NOT EXCEED 1/8 INCH.

    ELECTRICAL NOTES FOR FIRE RATED WALLS

    AIR CONDITIONING COORDINATION REQUIRED.

    PRIOR TO ORDERING ROOF TRUSSES, THE CONTRACTOR SHALL WORK WITH THE AIR CONDITIONING SUB CONTRACTOR TO DESIGN/PLAN AND LAYOUT THE LOCATION OF AIR

    HANDLING EQUIPMENT, AIR DUCT SIZE AND LOCATION AND COORDINATE THAT DESIGN WITH THE TRUSSES FOR SPACE, CONNECTIVITY, AND POSITION REQUIREMENTS.

    THE CONTRACTOR MUST ADVISE THE TRUSS COMPANY PRIOR TO ANY CONSTRUCTION OF TRUSSES OF THE AIR CONDITIONING/HANDLING EQUIPMENTS SIZES AND WEIGHT

    AND DUCT LAYOUT CONCERNS OR REQUIREMENTS THAT MAY HAVE THE POTENTIAL TO CHANGE OR MODIFY THE TRUSSES TO ACCOMODATE THE SAME.

    THE CONTRACTOR SHALL COORDINATE CONDENSATION DISCHARGE LINE LOCATION, AND ELECTRICAL SERVICE TO AIR EQUIPMENT, AND PROVIDE ANY LOCAL DISCONNECTS,

    LIGHTS AND SERVICE PLATFORMS THAT MAY BE REQUIRED.

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    K:\1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

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    UBDIV

    ISIO

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    II

    TV'S

    \11068 L

    OT 3

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    \REVIT

    \11068 1

    498 E

    .rvt

    A-5

    ELECTRICAL

    VIL

    LA E

    MO

    DEL

    1498

    JWC

    JSL

    09/24/19

    LOT:

    37

    2-3

    73

    SUBD

    IVIS

    ION:

    WATERFO

    RD

    II TVs

    AD

    DRS:

    70

    88

    -70

    96

    CRYSTAL

    WAY

    D.R

    .H.

    #:

    579

    17

    01

    61

    -162

    GC

    D J

    OB #

    11

    068

    3/16" = 1'-0"

    ELECTRCAL PLAN

  • 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.

    USP FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

    AND EQUIVALENT STRENGTH PRODUCT.

    7. TREATED WOOD REQUIREMENTS:-

    ALL 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 @ 6" 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 MORTAR

    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

    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

    PRESS. TREATED WOOD BUCK

    PER 7/S-1.

    METAL THRESHOLD

    CEMENT PLASTER

    DOOR JAM TO BLOCK DETAIL

    EXTERIOR DOOR

    NOTE: INSTALL 2" X4" PT WHEN

    RMAX IS USED FOR INSULATION

    1/2" DRYWALL W/ 1"X2"

    P.T. TO BLOCK

    BLOCK WALL

    METAL SASH

    PRECAST SILLCEMENT PLASTER

    WINDOW JAM TO BLOCK DETAIL

    PRESSURE TREATED WOOD

    BUCK PER 7/S-1.

    MARBLE SILL

    1/2" DRYWALL W/ 1"X2"

    P.T. TO BLOCK

    BLOCK WALL

    1"X4" TRIM

    GARAGE DOOR JAM DETAIL

    GARAGE DOOR BUCK PER

    DETAIL ON STRUCTURALCEMENT PLASTER

    CEMENT PLASTER

    BLOCK WALL

    PRESSURE TREATED

    WOOD BUCK PER

    7/S-1.

    SL. GL. DOOR TRACK SEE

    ENGINEERING

    FROM MANFG. FOR DETAILS OF

    BUCK TO FRAMEBLOCK WALL

    SL. GL. DR. JAM TO BLOCK DETAIL

    1/2" DRYWALL

    CEMENT

    PLASTER

    BOND BEAMINSTALL BLOCKING @

    16" O.C. TYPICAL

    4" DIA. HOLE FOR

    INSULATION INSPECTION

    1/2" CDX PLY

    2X4 BLK.

    2" APART

    A-34

    1/4" X 3-3/4" TAPCON

    16" O.C. TYPICAL

    2X4 PT BUCK

    PRECAST LINTEL

    CONC. BLOCK WALL CONC. BLOCK WALL

    SILL

    WINDOW OR DOOR ARCH

    SPACE FRAMING ABOVE

    SPECIAL NOTE:FRAMING OF DECORATIVE ARCHES AT

    WINDOW AND DOOR OPENINGS SHALL

    COMPLY WITH THE FOLLOWING:

    1 X 4 MIN. BLOCKING

    ATTACH W/ (2) 8d NAILS

    TYPICAL EACH END

    4" DIA. HOLE FOR

    INSULATION INSPECTION

    ATTACH 1X4 OR 1X8 PT W/ (2)

    8d NAILS STAGGERED 8" O.C.

    FOR FRAME APPLICATIONS OR 1-1/2"

    0.113" CASE HARDENED PNEUMATIC

    DRIVEN NAILS STAGGERED @ 8" O.C.

    15/32" C-D PLYWOOD,

    BOTH SIDES. ATTACH

    W/ 8d NAILS 6" O.C.

    EDGE.

    FILL IN FRAMING

    CONC. FOOTING

    SEE FOUNDATION PLAN

    FOR SIZE AND

    REINFORCING.

    1/2" DRYWALL W/

    TEXTURED WALLS

    1X2 P.T. FURRING STRIPS @ 24"

    O.C. W/ INSULATION (MIN. R4.1)

    WOOD BASE

    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

    ROOF SHEATHING PER SCHEDULE

    2/S-1. AND PER NOTES IN TABLE 3

    ON A-6

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

    DESIGNED BY DELEGATED TRUSS

    ENGINEER.

    EMBEDDED STRAP AT EACH

    TRUSS PER ROOF FRAMING PLAN.

    FLASHING AND DRIP

    EDGE PER NOTES IN

    TABLE 2 ON A-6

    2X6 MIN. SUB FASCIA

    VENTED SOFFIT SHALL

    MEET R703.1.2.1 SEE

    TABLE 3 ON S-3

    WINDOW, SEE SCHEDULE AND PLAN

    DRYWALL CEILING PER

    NOTE 9 IN TABLE 1 ON A-6

    GRADE

    TYPICAL WALL SECTION

    TILE ROOF PER NOTE 6 ON A-6.

    OR SHINGLE ROOF PER NOTE 5

    ON A-6

    PROVIDE VENTILATION

    PER R806.1 PRECAST LINTEL SEE FRAMING PLAN

    WINDOW BUCKS SEE TABLE 2 ON A-6

    1X4 P.T. BUCK W. BED OF

    CONTINUOUS CAULK UNDER

    8X8 CONTINUOUS BOND

    BEAM W/ 1 #5, GROUT

    SOLID

    SLOPE TO EXTERIOR

    PRECAST CONCRETE SILL

    PROVIDE TERMITE

    TREATMENT WITH "BORA

    CARE".

    D

    W

    12" M

    IN.

    4" M

    IN.

    ROOF SHEATHING PER SCHEDULES

    AND PER NOTES ON TABLE 3 ON A-6

    ROOF FINISHING PER PLAN

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

    DESIGNED BY DELEGATED TRUSS ENGINEER

    STRAP AT TRUSS PER

    ROOF FRAMING PLAN

    FLASHING AND DRIP EDGE PER

    NOTES IN TABLE 3 ON A-6

    BEAM PER

    FRAMING PLAN

    CEILING ON LANAI PER NOTE

    10 IN TABLE 1 ON A-6

    SCALE:

    DATE:

    DRAWN BY:

    CHECKED BY:

    PLAN:

    REVISED:

    DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

    FLORIDA BUILDING CODE 2017 - 6TH EDITION

    As indicated

    K:\1-M

    ASTER 2

    019\2

    019-B

    UIL

    DERS\D

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    ORTO

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    019\S

    UBDIV

    ISIO

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    ATERFO

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    II

    TV'S

    \11068 L

    OT 3

    72-3

    73 1

    498 E

    \REVIT

    \11068 1

    498 E

    .rvt

    A-6

    SECTIONS

    VIL

    LA E

    MO

    DEL

    1498

    JWC

    JSL

    09/24/19

    LOT:

    37

    2-3

    73

    SUBD

    IVIS

    ION:

    WATERFO

    RD

    II TVs

    AD

    DRS:

    70

    88

    -70

    96

    CRYSTAL

    WAY

    D.R

    .H.

    #:

    579

    17

    01

    61

    -162

    GC

    D J

    OB #

    11

    068

    3/4" = 1'-0"

    LANAI/ ENTRY ROOF ASSEMBLY

  • 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.

    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.

    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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    AutoCAD SHX Text2

    AutoCAD SHX Text6

    AutoCAD SHX Text3

    AutoCAD SHX Text8

    AutoCAD SHX Text7

    AutoCAD SHX Text1

    AutoCAD SHX Text5

    AutoCAD SHX Text4

    AutoCAD SHX TextNOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.

    AutoCAD SHX Text~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT

    AutoCAD SHX TextSLAB ON GRADE, SEE PLAN

    AutoCAD SHX Text%%USLAB SAWCUT DETAIL

    AutoCAD SHX TextSCALE: NTS

    AutoCAD SHX Text11

    AutoCAD SHX Text%%UCORNER BARS

    AutoCAD SHX TextSCALE: NTS

    AutoCAD SHX Text%%USTEP FOOTING

    AutoCAD SHX TextSCALE: NTS

    AutoCAD SHX TextFINISHED GRADE, SEE SITE PLAN

    AutoCAD SHX Text3" CLEAR COVER TO REINFORCING

    AutoCAD SHX TextEMBED DOWELS 5" WITH 10" STD HOOK

    AutoCAD SHX TextMONOLITHIC FOOTING, SEE PLAN

    AutoCAD SHX TextDOWEL TO MATCH WALL REINFORCING, LAP 25"

    AutoCAD SHX TextVARIES

    AutoCAD SHX Text%%UMONOLITHIC FOOTINGS

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX Text%%UINTERIOR

    AutoCAD SHX TextB

    AutoCAD SHX TextA

    AutoCAD SHX Text%%UEDGE

    AutoCAD SHX Text%%UGARAGE

    AutoCAD SHX TextD

    AutoCAD SHX Text%%USTEPDOWN

    AutoCAD SHX TextC

    AutoCAD SHX Text9

    AutoCAD SHX Text3" COVER

    AutoCAD SHX TextMAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS

    AutoCAD SHX TextFOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS

    AutoCAD SHX TextMAINTAIN RUN TO RISE OF 2:1 OR MORE

    AutoCAD SHX Text%%UFOOTING

    AutoCAD SHX Text%%UPLAN VIEW

    AutoCAD SHX TextFOOTING REINF., SEE PLAN

    AutoCAD SHX TextLAP CORNER BARS 40 BAR DIAMETERS

    AutoCAD SHX TextCONCRETE FOOTING, SEE PLAN

    AutoCAD SHX TextSCALE: NTS

    AutoCAD SHX Text%%UROOF DECK NAILING PATTERN

    AutoCAD SHX Text%%UTYPICAL

    AutoCAD SHX Text%%UPLAN

    AutoCAD SHX Text%%UHOUSE

    AutoCAD SHX Text8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.

    AutoCAD SHX Text#5 CORNER BAR, 25"x25"

    AutoCAD SHX TextMASONRY BOND BEAM, TYPICAL

    AutoCAD SHX Text%%UCORNER

    AutoCAD SHX Text%%UCORNER BAR DETAIL IN BOND BEAMS

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX Text#5 CORNER BAR, 25"x25"

    AutoCAD SHX TextMASONRY BOND BEAM, TYPICAL

    AutoCAD SHX Text%%UINTERSECTION

    AutoCAD SHX Text%%UBOND BEAM REINFORCING DETAIL

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX TextMASONRY WALL

    AutoCAD SHX Text8"x8" BOND BEAM w/ 1-#5

    AutoCAD SHX TextTRUSS BEARING

    AutoCAD SHX Text#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN

    AutoCAD SHX Text7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)

    AutoCAD SHX TextLINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)

    AutoCAD SHX Text#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP

    AutoCAD SHX Text12

    AutoCAD SHX TextDESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.3, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. PER R616.4, SOFFIT TESTING SHALL USE ASCE7 DESIGN PRESSURES USING 0.6W LOAD FACTOR. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.

    AutoCAD SHX Text8" CMU, SEE PLAN FOR REINFORCING

    AutoCAD SHX TextNOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.

    AutoCAD SHX Text%%UBUCK FASTENING

    AutoCAD SHX Text~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)

    AutoCAD SHX Text2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)

    AutoCAD SHX Text8" CMU WALLS

    AutoCAD SHX Text~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.

    AutoCAD SHX Text%%UGARAGE DOOR

    AutoCAD SHX Text2x8 OR 2x6 P.T. SYP#2

    AutoCAD SHX Text2x2x~2" WASHER

    AutoCAD SHX TextAPPROVED ISOLATION PLATE

    AutoCAD SHX Text8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-1

    AutoCAD SHX Text#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)

    AutoCAD SHX Text12

    AutoCAD SHX TextEMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP

    AutoCAD SHX Text#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM

    AutoCAD SHX Text%%UTRUSS STRAP TO BOND BEAM

    AutoCAD SHX TextWOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER

    AutoCAD SHX TextROOF SHEATHING, SEE SCHEDULE 2/S-1

    AutoCAD SHX Text5

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX TextTRUSS BEARING

    AutoCAD SHX TextSEE PLAN

    AutoCAD SHX Text%%UGABLE END BRACING

    AutoCAD SHX TextSCALE: N.T.S.

    AutoCAD SHX TextSOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-1

    AutoCAD SHX Text5

    AutoCAD SHX Text+33.5 -36.3

    AutoCAD SHX Text(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')

    AutoCAD SHX TextINTERIOR ZONE 4

    AutoCAD SHX Text+33.5 -36.3

    AutoCAD SHX Text(SEE PLAN FOR OTHER SPECIFIC PRESSURES)

    AutoCAD SHX Text1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.

    AutoCAD SHX TextWINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES

    AutoCAD SHX TextTO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.

    AutoCAD SHX TextWIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED

    AutoCAD SHX Text* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.

    AutoCAD SHX TextIN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX Text5

    AutoCAD SHX Text%%UPLAN

    AutoCAD SHX Text5

    AutoCAD SHX Text4

    AutoCAD SHX Text%%UHOUSE

    AutoCAD SHX Text%%UTYPICAL

    AutoCAD SHX Text5

    AutoCAD SHX Text4

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX Text8' OR 9' GARAGE DOORS

    AutoCAD SHX TextTYPICAL WINDOWS & DOORS

    AutoCAD SHX Text16' OR 18' GARAGE DOORS

    AutoCAD SHX TextSOFFIT

    AutoCAD SHX TextTYPE

    AutoCAD SHX TextEND ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)

    AutoCAD SHX TextFACE OF WALL

    AutoCAD SHX TextMEASURED FROM

    AutoCAD SHX TextZONE

    AutoCAD SHX Text4

    AutoCAD SHX TextINTERIOR ZONE 4 PRESSURES

    AutoCAD SHX Text5

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX Text5

    AutoCAD SHX Text5'-0"

    AutoCAD SHX TextWIDTH = ______

    AutoCAD SHX Text4

    AutoCAD SHX Text5

    AutoCAD SHX Text+33.5 -44.8

    AutoCAD SHX TextEND ZONE 5

    AutoCAD SHX Text+33.5 -44.8

    AutoCAD SHX Text+29.4 -33.3

    AutoCAD SHX Text+28.2 -31.5

    AutoCAD SHX TextEND

    AutoCAD SHX TextAt Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.7.2: 3-coat 7/8" thick : 3-coat 7/8" thick thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails long, 11 gage nails with 7/16” head (roofing head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage oc, or 1-1/2” long, 16 gage long, 16 gage staples at 6” oc, into the framing oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the into the framing studs). Water Resistive Barrier (WRB) R703.7.3: : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).

    AutoCAD SHX Text2x4 OUTLOOKER

    AutoCAD SHX TextROOF SHEATHING, SEE SCHEDULE.

    AutoCAD SHX TextMASONRY WALL, SEE PLAN

    AutoCAD SHX TextRT7A CLIP @ EA. OUTLOOKER TO TRUSS

    AutoCAD SHX TextTRUSS TOP CHORD, DROP 3~8"

    AutoCAD SHX Text2x4 BLOCK AT

    AutoCAD SHX Text%%uDROPPED GABLE TRUSS

    AutoCAD SHX TextSHEATHING JOINT

    AutoCAD SHX Textw/ 4-12d

    AutoCAD SHX TextTOE NAILS

    AutoCAD SHX TextEACH END

    AutoCAD SHX Text2x4 BLOCK

    AutoCAD SHX Text4-16d NAILS

    AutoCAD SHX Text3-12d TOE NAILS

    AutoCAD SHX Text2x4 BLOCKING

    AutoCAD SHX TextMID WALL WEEP SCREED

    AutoCAD SHX TextBRACE VERTICAL MEMBERS PER TRUSS MFR DETAILS

    AutoCAD SHX Text10

    AutoCAD SHX Text%%URETROFIT UPLIFT CONNECTOR SCHEDULE

    AutoCAD SHX Text%%UOUTLOOKER DETAIL

    AutoCAD SHX TextSCALE: N.T.S.

    AutoCAD SHX Text13

    AutoCAD SHX TextROOF SHEATHING, SEE SCHEDULE

    AutoCAD SHX TextRT7A CLIP @ EA. OUTLOOKER TO TRUSS

    AutoCAD SHX TextTRUSS TOP CHORD, DROP 3~8"

    AutoCAD SHX Text2x4 BLOCK AT

    AutoCAD SHX TextSHEATHING JOINT

    AutoCAD SHX Text3-12d TOE NAILS

    AutoCAD SHX Text2x4 BLOCKING

    AutoCAD SHX Text2x6 (MIN) SPF #2 w/ 3-16d TO EACH TRUSS

    AutoCAD SHX Text2x6 (MIN) SPF #2 w/ 3-16d TO EACH TRUSS

    AutoCAD SHX Text2x4 OUTLOOKER

    AutoCAD SHX Text2x6 (MIN) SPF #2 w/ 3-16d TO EACH TRUSS

    AutoCAD SHX Text%%uDROPPED GABLE TRUSS

    AutoCAD SHX TextSHEATHING SCHEDULE

    AutoCAD SHX TextFLOOR

    AutoCAD SHX TextN/A

    AutoCAD SHX TextEXTERIOR STUD WALL

    AutoCAD SHX TextROOF

    AutoCAD SHX TextEXTERIOR CEILING AND SOFFIT

    AutoCAD SHX TextOPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.

    AutoCAD SHX TextA.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.

    AutoCAD SHX Text(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)

    AutoCAD SHX TextNOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.

    AutoCAD SHX Text7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.

    AutoCAD SHX Text(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)

    AutoCAD SHX TextNOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, 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. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.

    AutoCAD SHX Text1-HTWM16 or 20

    AutoCAD SHX Text2-LUGT2

    AutoCAD SHX TextHGT-2/3

    AutoCAD SHX Text2-HTWM16 or 20

    AutoCAD SHX TextCONNECTOR

    AutoCAD SHX Text1-HTWM16 or 20

    AutoCAD SHX TextRETROFIT STRAPS TO CONCRETE/MASONRY

    AutoCAD SHX TextTO 9790

    AutoCAD SHX TextTRUSS UPLIFT (LBS)

    AutoCAD SHX TextTO 1145

    AutoCAD SHX TextTO 4520

    AutoCAD SHX TextTO 2290

    AutoCAD SHX TextTO 3610

    AutoCAD SHX TextTO 1145

    AutoCAD SHX Text@ 24" OC

    AutoCAD SHX TextHTT16

    AutoCAD SHX Text8-10dx1~8", 4-~4x2~4 CONCRETE SCREW

    AutoCAD SHX TextEPOXY 12" EMBED WITH USP SET.

    AutoCAD SHX Text8-10dx1~8", 4-~4x2~4 CONCRETE SCREW

    AutoCAD SHX Text8-10dx1~8", 4-~4x2~4 CONCRETE SCREW

    AutoCAD SHX Text16-16d, 7-~4"x2~4" CONCRETE SCREW

    AutoCAD SHX Text18-10d, ~0"~D ALLTHREAD, DRILL

    AutoCAD SHX Text& EPOXY 10" EMBED w/ USP SET.

    AutoCAD SHX TextTWO ~w"~D ALTHREAD, DRILL &

    AutoCAD SHX TextROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF

    AutoCAD SHX Text4-16d

    AutoCAD SHX Text2x6 PT SILL w/ ~8"x6" ~8"x6" ANCHOR BOLTS @ 32" O.C. w/ 2" WASHER

    AutoCAD SHX Text12d NAILS AT TRUSS BOTTOM CHORD TO SILL @ 8" O.C.

    AutoCAD SHX Text2x4 BLOCK w/ 4-12d TOENAILS EACH END

    AutoCAD SHX Text2x4 BRACE AT LOCATIONS SHOWN ON PLAN

    AutoCAD SHX TextS-1

    AutoCAD SHX Text1

    AutoCAD SHX TextREVISIONS

    AutoCAD SHX TextBY

    AutoCAD SHX TextSHEET

    AutoCAD SHX TextSCALE

    AutoCAD SHX TextDATE

    AutoCAD SHX TextCHECKED

    AutoCAD SHX TextDESIGN/DRAWN

    AutoCAD SHX TextSHEET OF

    AutoCAD SHX Text(239) 549-4554

    AutoCAD SHX TextCA# 8829

    AutoCAD SHX TextSTRUCTURAL

    AutoCAD SHX TextSYSTEMS

    AutoCAD SHX TextOF NORTH FLORIDA

    AutoCAD SHX Text1634 S.E. 47th STREET, SUITE #3

    AutoCAD SHX TextCAPE CORAL, FL 33904

    AutoCAD SHX TextSTRUCTURAL ENGINEERING:

    AutoCAD SHX TextBUILDER:

    AutoCAD SHX TextDESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL

    AutoCAD SHX TextJOB NO.

    AutoCAD SHX TextDWB/DWB

    AutoCAD SHX TextDWB

    AutoCAD SHX Text09/24/19

    AutoCAD SHX TextAS NOTED

    AutoCAD SHX TextDR11068

    AutoCAD SHX Text2

    AutoCAD SHX TextFOR SCOSTA TRUSSES, JOB # 44060, DATED 08/22/17, REVISED: 08/22/19

    AutoCAD SHX Text1498 SIGNATURE VILLA

    AutoCAD SHX TextSTRUCTURAL DETAILS FOR

    AutoCAD SHX Text7088, 7096 CRYSTAL WAY PUNTA GORDA, FLORIDA LOTS: 372-373 SUBDIVISION: WATERFORD

  • AutoCAD SHX TextCONCRETE RAKE BEAM w/ 1#5

    AutoCAD SHX Text12

    AutoCAD SHX Text5

    AutoCAD SHX TextROOF SHEATHING, FIRE RETARDANT TREATED PLYWOOD, 4'-0" EACH SIDE OF WALL

    AutoCAD SHX TextSCALE: 1-1/2" = 1'-0"

    AutoCAD SHX Text1B

    AutoCAD SHX Text%%UTOP OF FIREWALL

    AutoCAD SHX TextFILL AIR GAP WITH "Thermafiber brand FireSpan insulation", OR EQUIVALENT

    AutoCAD SHX Text2x6 PT BLOCKING AGAINST ROOF SHEATHING

    AutoCAD SHX TextTOP OF RAKE BEAM, HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX TextFIRE CAULK

    AutoCAD SHX Text2 HOUR FIRE RATED BLOCK WALL

    AutoCAD SHX TextCONCRETE RAKE BEAM w/ 1#5

    AutoCAD SHX Text12

    AutoCAD SHX Text5

    AutoCAD SHX TextROOF TRUSS

    AutoCAD SHX TextSCALE: 1-1/2" = 1'-0"

    AutoCAD SHX Text1A

    AutoCAD SHX Text%%UTOP OF FIREWALL

    AutoCAD SHX TextTOP OF RAKE BEAM, HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX Text2 HOUR FIRE RATED BLOCK WALL

    AutoCAD SHX TextRAKE BEAM AT TOP OF FIREWALL HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX TextBLOCKING AT UNDERSIDE OF ROOF SHEATHING FILL AIR GAP WITH THERMAFIBER FIRESPAN INSULATION (OR EQUIVALENT).

    AutoCAD SHX TextCONCRETE RAKE BEAM w/ 1#5

    AutoCAD SHX TextSCALE: 1-1/2" = 1'-0"

    AutoCAD SHX Text2B

    AutoCAD SHX Text%%UTOP OF FIREWALL

    AutoCAD SHX Text2x6 PT BLOCKING AGAINST ROOF SHEATHING

    AutoCAD SHX TextTOP OF RAKE BEAM, HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX TextFIRE CAULK

    AutoCAD SHX Text2 HOUR FIRE RATED BLOCK WALL

    AutoCAD SHX TextCONCRETE RAKE BEAM w/ 1#5

    AutoCAD SHX TextROOF TRUSS

    AutoCAD SHX TextSCALE: 1-1/2" = 1'-0"

    AutoCAD SHX Text2A

    AutoCAD SHX Text%%UTOP OF FIREWALL

    AutoCAD SHX TextTOP OF RAKE BEAM, HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX Text2 HOUR FIRE RATED BLOCK WALL

    AutoCAD SHX TextROOF SHEATHING, FIRE RETARDANT TREATED PLYWOOD, 4'-0" EACH SIDE OF WALL

    AutoCAD SHX Text1-1/2" PLUS OR MINUS 1/2"

    AutoCAD SHX Text1-1/2" PLUS OR MINUS 1/2"

    AutoCAD SHX TextRAKE BEAM AT TOP OF FIREWALL HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX TextBLOCKING AT UNDERSIDE OF ROOF SHEATHING FILL AIR GAP WITH THERMAFIBER FIRESPAN INSULATION (OR EQUIVALENT).

    AutoCAD SHX TextFILL AIR GAP WITH "Thermafiber brand FireSpan insulation", OR EQUIVALENT

    AutoCAD SHX TextPROVIDE UL301 DETAIL WITHIN OVERHANG

    AutoCAD SHX TextHIP

    AutoCAD SHX TextHIP

    AutoCAD SHX TextPROVIDE UL301 DETAIL WITHIN OVERHANG

    AutoCAD SHX Text12

    AutoCAD SHX Text5

    AutoCAD SHX Text12

    AutoCAD SHX Text5

    AutoCAD SHX TextPROVIDE UL301 DETAIL WITHIN OVERHANG

    AutoCAD SHX Text8x8 BOND BEAM w/ 1#5

    AutoCAD SHX Text#5 VERTICAL IN GROUTED CELL AT INTERIOR

    AutoCAD SHX Text8'-8"

    AutoCAD SHX Text%%UFOR 5:12 ROOF PITCH

    AutoCAD SHX Text%%USECTION FOR 1498 VILLA

    AutoCAD SHX TextSCALE: 1/4" = 1'-0"

    AutoCAD SHX TextPROVIDE UL301 DETAIL WITHIN OVERHANG

    AutoCAD SHX TextPROVIDE UL301 DETAIL WITHIN OVERHANG

    AutoCAD SHX TextPROVIDE UL301 DETAIL WITHIN OVERHANG

    AutoCAD SHX Text2 HOUR FIREWALL USING 2 HOUR FIRE RATED 8" MASONRY PER FBC721 "PRESCRIPTIVE FIRE RESISTANCE". SEE TABLE ON A-4.

    AutoCAD SHX TextAIR GAP TO ROOF SHEATHING

    AutoCAD SHX TextTOP EDGE OF ROOF TRUSSES

    AutoCAD SHX TextTRUSS A10

    AutoCAD SHX Text5'-0" OFFSET CONTROL LINE USED BY SHELL CONTRACTOR

    AutoCAD SHX TextONE SPACE IS MORE THAN 7'-4"

    AutoCAD SHX TextTRUSS A4

    AutoCAD SHX TextTRUSS A14

    AutoCAD SHX TextAIR GAP TO ROOF SHEATHING

    AutoCAD SHX TextTOP OF ROOF TRUSSES

    AutoCAD SHX TextTRUSS A5

    AutoCAD SHX TextPEAK OF ROOF SHEATHING

    AutoCAD SHX TextAIR GAP TO ROOF SHEATHING

    AutoCAD SHX TextTOP EDGE OF ROOF TRUSSES

    AutoCAD SHX Text8" MASONRY

    AutoCAD SHX TextFOOTING AS NOTED ON FOUNDATION PLAN

    AutoCAD SHX Text#5 IN GROUTED CELL @ 7'-4" O.C. AT INTERIOR (48" O.C. EXTERIOR)

    AutoCAD SHX Text4

    AutoCAD SHX TextSCALE: 3/4" = 1'-0"

    AutoCAD SHX Text%%U2 HOUR FIREWALL AT LIVING AREA

    AutoCAD SHX Text#5 DOWEL @ 7'-4" O.C., LAP 25"

    AutoCAD SHX Text4" CONCRETE SLAB

    AutoCAD SHX TextDRYWALL CEILING

    AutoCAD SHX TextROOF TRUSSES @ 24" O.C.

    AutoCAD SHX TextTRUSS PROFILES VARY, SEE PLAN

    AutoCAD SHX Text8" MASONRY BOND BEAM w/ 1#5

    AutoCAD SHX TextCONCRETE RAKE BEAM, 8" MINIMUM DEPTH w/ 1#5 CONTINUOUS

    AutoCAD SHX TextNO PENETRATIONS IN FIREWALL

    AutoCAD SHX TextBLOCKING AT MID HEIGHT

    AutoCAD SHX TextDOUBLE TOP PLATE w/ SPTH4 OR SPTH6 @ 16" OC

    AutoCAD SHX Text2x4 OR 2x6 SPF #2 @ 16" O.C.

    AutoCAD SHX TextMTW16 STRAP

    AutoCAD SHX Text2x4 OR 2x6 PT SILL PLATE w/ SPTH4 OR SPTH6 @ 16" OC AND ~8"x6" EXP BOLTS @ 32" OC w/ 2" WASHER

    AutoCAD SHX Text8'-8"

    AutoCAD SHX Text#5 IN GROUTED CELL @ 7'-4" O.C. AT INTERIOR (48" O.C. EXTERIOR)

    AutoCAD SHX TextROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1

    AutoCAD SHX Text2x6 PT BLOCKING, FASTEN w/ 10d CASE HARDENED NAILS @ 8" O.C.

    AutoCAD SHX TextNAIL ROOF SHEATHING TO BLOCKING w/ 8d RING SHANK @ 6" O.C.

    AutoCAD SHX TextTOP OF RAKE BEAM, HOLD DOWN APPROXIMATELY 1~8" FROM TOP OF TRUSS

    AutoCAD SHX TextFILL AIR GAP WITH "Thermafiber brand FireSpan insulation", OR EQUIVALENT

    AutoCAD SHX TextS-2

    AutoCAD SHX Text2

    AutoCAD SHX TextREVISIONS

    AutoCAD SHX TextBY

    AutoCAD SHX TextSHEET

    AutoCAD SHX TextSCALE

    AutoCAD SHX TextDATE

    AutoCAD SHX TextCHECKED

    AutoCAD SHX TextDESIGN/DRAWN

    AutoCAD SHX TextSHEET OF

    AutoCAD SHX Text(239) 549-4554

    AutoCAD SHX TextCA# 8829

    AutoCAD SHX TextSTRUCTURAL

    AutoCAD SHX TextSYSTEMS

    AutoCAD SHX TextOF NORTH FLORIDA

    AutoCAD SHX Text1634 S.E. 47th STREET, SUITE #3

    AutoCAD SHX TextCAPE CORAL, FL 33904

    AutoCAD SHX TextSTRUCTURAL ENGINEERING:

    AutoCAD SHX TextBUILDER:

    AutoCAD SHX TextDESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL

    AutoCAD SHX TextJOB NO.

    AutoCAD SHX TextDWB/DWB

    AutoCAD SHX TextDWB

    AutoCAD SHX Text09/24/19

    AutoCAD SHX TextAS NOTED

    AutoCAD SHX TextDR11068

    AutoCAD SHX Text2

    AutoCAD SHX TextFOR SCOSTA TRUSSES, JOB # 44060, DATED 08/22/17, REVISED: 08/22/19

    AutoCAD SHX Text1498 SIGNATURE VILLA

    AutoCAD SHX TextSTRUCTURAL DETAILS FOR

    AutoCAD SHX Text7088, 7096 CRYSTAL WAY PUNTA GORDA, FLORIDA LOTS: 372-373 SUBDIVISION: WATERFORD

    11068 1498 E.pdfSheetsA-1 - ELEVATIONA-2 - FOUNDATIONA-3 - FLOORA-4 - ROOFA-5 - ELECTRICALA-6 - SECTIONSA-7 - INTERIOR WALL SECTIONS

    DR11068 S-1.pdfSheets and ViewsLayout1S-1

    DR11068 S-2.pdfSheets and ViewsLayout1S-2