1

DRAFTING BY:

CADD DESIGN & ESTIMATING GROUP

350 MYRTICE AVE.

MERRITT ISLAND, FL. 32953

TELEPHONE: 321-626-5645

FAX: 321-600-2108

ABBREVIATIONSDRAWING SYMBOLS

8

12

ROOF PITCH

DETAIL MARKER

BUILDING SECTION KEYNOTE

CMU CELL FILLED SOLID

W/ (1) #5 REBAR

INTERIOR ELEVATION

CALLOUT

D1.1

1

FOUNDATION CALLOUT

DETAIL

NUMBER

DRAWING DETAIL

IS SHOWN ON

S1.1

1

COURTYARD/ LEFT

PROJECT INFORMATION

6/12

FOUNDATION

ELEVATION

1

ELEVATION KEYNOTES

A1.2

7

DETAIL

REFERENCE

A2.1

1

ELEVATION DETAIL MARKER

THRESHOLD

AB ANCHOR BOLT HT HEIGHT

AFF ABOVE FINISHED FLOOR HORZ HORIZONTAL

ANCH ANCHOR HDR HEADER

@

AT HB HOSE BIB

B

BASE (CABINET)

INSUL INSULATION

BLDG BUILDING INT INTERIOR

BOT BOTTOM LVR LOUVER

BRG BEARING MAX MAMIMUM

CJ CONTROL JOINT MIN MINIMUM

CL CENTER LINE NTS NOT TO SCALE

CMU CONCRETE MASONRY UNIT O/C ON CENTER

COL COLUMN OPT OPTIONAL

CONC CONCRETE OSB

ORIENTED STRAND BOARD

CONT CONTINUOUS PC PRECAST

CONST CONSTRUCTION PWD PLYWOOD

CANT CANTILEVER PSI

POUNDS PER

SQUARE INCH

CLG CEILING PSF POUNDS PER SQUARE FOOT

DBL DOUBLE PT PRESSURE TREATED

DIA - Ø DIAMETER RBC

RESIDENTIAL BUILDING

CODE

DN DOWN REF REFERENCE

DW DISHWASHER REINF REINFORCE-ING-ED

DWG DRAWING REQ REQUIRED

EA EACH RNG

RANGE

EJ EXPANSION JOINT RO ROUGH OPENING

ELEC ELECTRICAL R&S

ROD AND SHELF

ELEV ELEVATION SHT SHEET

EQUIP EQUIPMENT SIM SIMILAR

EW EACH WAY SYP

SOUTHERN

YELLOW PINE

EXT EXTERIOR STRUCT STRUCTURAL

FBC

FLORIDA

BUILDING CODE

SGD

SLIDING GLASS

DOOR

FFE FINISHED FLOOR ELEVATION SQ SQUARE

FND FOUNDATION T&B TOP AND BOTTOM

FLR FLOOR TYP TYPICAL

FRP

FIRE RATED

PLAYWOOD

UNO

UNLESS NOTED

OTHERWISE

FT FOOT/FEET VERT VERTICAL

FTG FOOTING

V(S)B VANITY (SINK) BASE

GYP GYPSUM W

WALL (CABINET)

GWB

GYPSUMWALL BOARD

W/ - W/O WITH - WITHOUT

Drawing SchedulePage

Cover Sheet

Front Elevation

Description

Building Code Information

2 1st Floor Plan

Floor Plan Notes

Wall Legend

Product Approvals

Front & Rear Elevations

Elevation Notes

Elevation Details

Side Elevations

11

10

Foundation

Exterior Building Dimensions

Plumbing Locations & Dimensions

Index of All Sheets

1

6

Elevation Notes

Elevation Details

Roof Layout

Roof Notes

Drawing Symbols

Area Tabulation

LOT 25 BANANA RIVER DR.

CLAY RESIDENCE

5

General Notes & Interior Details

STRUCTURAL ENGINEER:

FRONT ELEVATION

CONFORMS TO:

FBC 6th EDITION

Structural Details

Truss Layout

Truss Connectors

Connector Schedule

Truss Notes

Lintel Schedule

Structural Details

Structural & Flashing Details

Abbreviations

Project Information

Square Footage

Footer Details

IMPACT

BREVARD

BREVARD

SHINGLE

3

Opening Schedules (Doors & Windows)

4

1st Floor Electrical Plan

Electrical Symbol Legend

Electrical Plan Notes

Electrical Riser Diagrams

7

Plumbing Riser Diagrams

8

9

Cabinet Details

NEW FOUND HARBOR

MERRITT ISLAND, FL. 32952

SQUARE

FOOTAGES

SQ. FT.

1ST FLOOR

TOTAL LIVING

1694

1694

ENTRY

COVERED LANAI

GARAGE

TOTAL NON-LIVING

66

234

505

805

TOTAL UNDER ROOF 2499

2

SQUARE

FOOTAGES

SQ. FT.

1ST FLOOR

TOTAL LIVING

1694

1694

ENTRY

COVERED LANAI

GARAGE

TOTAL NON-LIVING

66

234

505

805

TOTAL UNDER ROOF 2499

MASTER

BEDROOM

W.I.C.

WH

WA

SH

ER

DR

YE

R

HV

AC

RE

F

W.I.C.

M.BATH

13'-0" x 17'-8"

13'-0" x 6'-0"

DINING

KITCHEN

BEDROOM #2

BEDROOM #3

BATH #2

10'-8" x 10'-8"

12'-0" x 11'-0"

12'-0" x 13'-0"

13'-3" x 13'-0"

15'-7" x 16'-11"

GREAT ROOM

14'-4" x 5'-1"

GARAGE

19'-8" x 19'-11"

UTILITY

COVERED LANAI

26'-0" x 8'-0"

ENTRY

RA

NG

E

MIC

RO

DW

NOOK

9'-7" x 9'-7"

1R

&

1

S

1R & 1S1R & 1S

1R

&

1

S

4 SHS

4 S

HS

4 S

HS

1R

&

1

S

1R & 1S

4

1414 139 9

9

1

7

15

8

10'-0" FLAT CEILING

CONCRETE

10'-0" FLAT CEILING

CONCRETE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

CONCRETE

10'-0" FLAT CEILING

TILE

10'-0" FLAT CEILING

TILE

3

3

3

3

A/C

C

OM

P

11

12 12

12

12

05

21

02

12

07

08

10

11

16

14

03

13

15

17

19

20

18

01

09

06

04

A

G

H

D

E

F

C

B

4 SHS

9

1616

3

INTERIOR ELEVATIONS

SCALE: 1/4" = 1'-0"

CABINET BLOCKING

SCALE: 11x17 1/4" = 1'-0" 34x22 1/2" = 1'-0"

18'-0"

96" F

OR

42" U

PP

ER

S

90" F

OR

36" U

PP

ER

S

84" F

OR

30" U

PP

ER

S

54" LO

WE

R C

AB

IN

ET

36" B

AS

E18" T

YP

.

60" LO

WE

R C

AB

IN

ET

20"

82" F

OR

U

PP

ER

C

AB

IN

ET

A

MASTER BATH

LIGHT LIGHT

B

UTILITY

WASHER DRYER

C

KITCHEN

D

KITCHEN

REF RANGE

MICRO

E

KITCHEN

F

KITCHEN

G

KITCHEN

OPEN TO GREAT ROOM

LIGHT

H

BATH

OPEN TO

GREAT ROOM

I

BATH

CODE :FBC 5TH EDITION

PROJECT ADDRESS:

PROJECT NAME:

ENGINEER:

TYPE OF CONST.: CMU FRM

BLDG. DESIGN: ENCLOSED PARTIALLY ENCLOSED OPEN

WIND SPEED (ULT):

EXPOSURE D

INTERNAL PRESSURE COEFFICIENT:

IMPORTANCE FACTOR

MEAN BLDG. HEIGHT ft.

OVERHANG ft ROOF PITCH /12

ROOF D.L. SHINGLES TILE L.L=20

FLOOR L.L. 40 psf DL psf

WINDOW/DOOR DESIGN PRESSURES ON ELEVATION YES NO

COMPONENTS and CLADDING WIND PRESSURES

SHUTTERS YES NO

IMPACT RESISTANT ASSEMBLY YES NO

GARAGE DOOR PRESSURES (SEE SHEET 7)

LOT 25 BANANA RIVER DR. MERRITT ISLAND FL. 32952

18-0050-WIL

BEN SCHWARTZ

X-

X -

-

150 MPH

+0.18/ -0.18

1.0

<15'

166

-

X

20

- -

SEE TABLE 1, SHT. 7

- X

X -

FOUNDATION NOTES

DESIGN CRITERIA

FOUNDATION DESIGN IS BASED UPON AN ASSUMED ALLOWABLE SOIL

CONTACT PRESSURE OF 2000 PSF WITH A MINIMUM MODIFIED

PROCTOR DENSITY OF 95% PER ASTM D1557.

SOIL PREPARATION FOR AREAS UNDER BUILDING SLAB

SUBTERRANEAN TERMITE PROTECTION SHALL BE APPLIED PER LOCAL

JURISDICTION AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED

TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL

COMPANY. WHERE PERMITTED PER LOCAL JURISDICTION,

SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE

APPLIED TO GROUND FLOOR WOOD SURFACES IN-LIEU OF SOIL

TREATMENT.

MATERIALS

CONCRETE

CONCRETE FOR SLABS, CURBS, AND FOUNDATIONS SHALL

HAVE A MINIMUM F'C OF 3000 PSI AT 28 DAYS.

CONCRETE MASONRY UNITS (CMU)

CMU AT OR BELOW GRADE SHALL CONFORM TO ASTM C90

WITH A MINIMUM F'M OF 1500 PSI AND SHALL USE TYPE 'M'

OR 'S' MORTAR. FILL ALL CELLS AT OR BELOW GRADE WITH 3000

PSI GROUT

REINFORCING STEEL (REBAR)

REBAR SHALL BE GRADE 60 (FY 60000 PSI)

CONSTRUCTION

FOOTINGS

COVER FOR REBAR AGAINST EARTH SHALL BE 3". PROVIDE

MINIMUM LAPS OF 48 BAR DIAMETERS (30" FOR #5 BARS).

SLABS

SLABS SHALL BE A MINIMUM OF 3-1/2" THICK OVER CLEAN

COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER

(WITH JOINTS SEALED PER CODE). AT INTERIOR CORNERS OF

SLABS, ADD (2)-#5X36" REBARS DIAGONALLY 12" APART, 2"

FROM CORNER OF SLAB AND PLACED WITHIN UPPER THIRD OF

THE SLAB THICKNESS.

EMBEDDED ITEMS

WHERE SHOWN OR INDICATED ON THE FOUNDATION PLAN,

PROVIDE A #5 DOWEL EMBEDDED A MINIMUM OF 12" INTO

THE FOUNDATION (WITH A STANDARD HOOK). DOWEL SHALL

EXTEND A MINIMUM OF 30" ABOVE THE SLAB (OR CURB).

WHERE DOWEL HAS BEEN INADVERTENTLY OMITTED OR

MIS-LOCATED, DRILL A MINIMUM 6" INTO CONCRETE BELOW

SLAB (3" FROM EDGE ± 5/8" AND 4" FROM ENDS OF CAP

WALLS), REMOVE DUST, AND USE A TWO PART EPOXY TO

EMBED DOWEL INTO FOUNDATION SYSTEM. USE SIMPSON

EPOXY-TIE OR EQUAL EPOXY ADHESIVE DESIGNED FOR

EMBEDMENT INTO CONCRETE.

WHERE REQUIRED, 1/2" X 10" LONG TITEN HD MAY BE

USED TO REPLACE 1/2"Ø J-BOLTS. SUCH BOLTS

SHALL BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6"

FROM CORNERS AND ENDS.

3. ALL EXTERIOR CMU WALLS BETWEEN OPENINGS WITH

VERTICAL REINFORCEMENT AT EACH END ARE SHEAR WALLS.

SEE FLOORPLAN SHEET FOR PLACEMENT OF VERTICAL REINFORCEMENT.

G13 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH

REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS.

G12 ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES

SPECS

G11 ALL STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLAN

G9 ONLY SHINGLES AND FASTENERS FROM THE BUILDING

DEPARTMENTS' LATEST APPROVED ROOF COVERING

MANUFACTURERS LIST (IF APPLICABLE) SHALL BE USED.

TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON

EQUEST MIN. 6 PER TAB

G7 ANCHOR POSITIONS ARE ± 1/2"

G6 GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,

STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR

ANCHORED, EMBEDDED, AND SUPPORTED ITEMS,

WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF

ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY

CONTINUATION OF WORK.

G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY

BRACING DURING ERECTION OF TRUSSES AND FOR ALL

PERMANENT BRACING PER HIB-91 SUMMARY SHEET

G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE

OR STEEL SHALL BE PRESSURE TREATED (P.T.).

G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY.

OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH.

G2 MIN. LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO IN

SPECIFIC NOTES).

A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON

CENTER. SPRUCE-PINE-FIR (SPF) #2 GRADE LUMBER (OR

BETTER) OR METAL STUDS (25ga.). CRIMPER MAY BE

USED IN LIEU OF SCREWS FOR METAL STUDS.

B) FRAME BEARING WALLS: 2x4 STUDS AT 16" ON CENTER TO

10'-0" LENGTH. OTHERWISE USE 2x6 SPF #2 GRADE

LUMBER (OR BETTER).

C) HEADERS: SOUTHERN PINE, GRADE 2, (2) 2x12's UNO ON

PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP

& BOTTOM EDGES 16" O.C.

G1 DESIGN PARAMETERS

A) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN

SPECIFIC NOTES

1. ROOF LOADS:

UPLIFT CALCS:

DEAD LOAD (DL): 20PSF

LIVE LOAD (LL): 20PSF

BOT CHORD (DL): 10 PSF

TOTAL LOAD: 40 PSF

DUR FACTOR: 1.25

FLOOR LOADING: 40+20 = 60 PSF

DESIGNS BASED ON WIND SPEED INTERVALS OF 3 SECOND GUST. FBC 6th

EDITION PERFORMANCE OF FASTENERS AND ANCHORS FOR COMPONENTS

AND CLADDING MAY VARY DUE TO FLYING DEBRIS.

GENERAL PLAN NOTES

1. CONCRETE SHALL BE A MINIMUM 3 1/2" THICK OVER CLEAN,

TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE

VAPOR BARRIER.

GENERAL FOUNDATION NOTES:

2. CONCRETE SLAB SHALL CONTAIN 6"x6" #10/#10 WWM,

(MINIMUM1" COVERAGE).

3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE

STRENGTH OF NOT LESS THAN 3000 psi.

4. ALL 90° HOOKS ARE TO BE EXTENDED 10" MINIMUM BEYOND

THE TURN. FIELD BENDS ARE TO BE DONE COLD AND THE

DIAMETER OF THE BEND, MEASERED ON THE INSIDE OF THE

BAR, IS NOT TO BE LESS THAN (6) BAR DIAMETERS.

5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS

AND 1 1/2" IN BOND BEAMS. HOOKS MAY BE ROTATED

HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES.

6. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. (30" FOR #5 BARS).

1. MASONRY CONSTRUCTION SHALL CONFORM TO LATEST EDITION AND

ACI-531-95.

GENERAL MASONARY NOTES: (IF APPLICABLE)

2. CONCRETE BLOCKS SHALL CONFORM TO ASTM-C90 WITH

f'm=1500 pci.

3. MORTAR SHALL COMPLY TO ASTM C-270 TYPE "M" OR "S".

4. REINFORCE WALLS SHALL CONFORM TO ACI 530 AND AS SHOWN

ON PLAN AND SECTIONS USING VERTICAL & HORIZONTAL #5 @ 24" OC

IN GROUTED CELLS WITH PROPER DOWELS AND CORNER BARS

CONFORMING TO ASTM A-615.

5. WHERE SHOWN ON SHEET A1.1 CONCRETE BLOCK TO BE FILLED

SOLID WITH GROUT f'c=3000 psi MINIMUM.

IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN

POUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3 3/4" FROM

EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG.'S

INSTRUCTIONS AND USE 2 PART EPOXY TO ANCHOR #5 REBAR IN PLACE.

USE EITHER HILTI C-100 OR SIMPSON EPOXY-TIE.

DOWEL ROD REPAIR NOTES:

THE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD

CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IN THE EVENT

THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED

MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERCEDED BY AN ENGINEER

IN SPECIALIZED FOUNDATION DESIGN. CONTRACTOR SHALL NOTIFY

ENGINEER IF SOILS ARE QUESTIONABLE TO 10' DEPTH. SATISFACTORY

COMPACTION TEST OF FILL DOES NOT VERIFY LOWER SOILS ARE

ADEQUATE.

6. WINDOW TOLERANCE A MAXIMUM OF 1/4" TOLERANCE ON EACH

SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS.

1. A/C COMPRESSOR LOCATION MAY VARY- VERIFY LOCATION

WITH SURVEY.

2. SLAB SHALL BE RECESSED ON ALL EXTERIOR DOORS (EXCEPT

FRONT DOOR) IN LIVING AREAS.

EXTERIOR FINISH

1. A WATER RESISTANT BARRIER IN COMPLIANCE WITH ASTM D226 SHALL

BE APPLIED OVER STUDS OR SHEATHING PRIOR TO APPLICATION OF

CEMENT PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO AT

LEAST TWO LAYERS OF GRADE D PAPER.

2. INSTALLATION OF EXTERIOR LATHING & FRAMING OVER FRAME WALLS

SHALL COMPLY WITH ASTM C1063

3. EXTERIOR PLASTER SHALL COMPLY WITH ASTM C926. OVER MASONRY

CONSTRUCTION, SCRATCH COAT SHALL BE APPROXIMATELY 3/8" THICK

AND THE FINAL COAT APPROXIMATELY 1/4" THICK. OVER SHEATHED

WOOD FROM CONSTRUCTION, A 3-COAT SYSTEM SHALL BE EMPLOYED

RESULTING IN A TOTAL THICKNESS OF 7/8"."

G10 ROOF SHEATHING IS A DIAPHRAGM - 5/8" CDX SHEATHING

(4-PLY) USE 8D RING SHANK NAILS 4" O.C. ALL WAYS & NAIL EAVE

EDGES 4" O.C.

4

ELEVATION KEYNOTE LEGEND:

1

2

3 1"x4" STUCCO BAND PER BUILDERS SPECS

4

5

6

STUCCO PER BUILDERS SPECS

16"x16" COLUMN W/ 8"x8" POST ABOVE

ROOFING PER SPECS

7

8

STUCCO OVER 8"x16" COLUMN

FRONT ELEVATION

SCALE: 1/4" = 1'-0"

REAR ELEVATION

SCALE: 1/4" = 1'-0"

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

10'-0" BRG10'-0" BRG

5:12

5:12

10'-0" BRG10'-0" BRG

5:12

5:12

5

12

5

12

12 2

22

33

4

STUCCO OVER 8"x8"x16" COLUMN

55

666

66

1"x4" TRIM

8

7

1"x6" TRIM

8

5:12

5

12

5/12

5/12

5

RIGHT ELEVATION

SCALE: 1/4" = 1'-0"

LEFT ELEVATION

SCALE: 1/4" = 1'-0"

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

5:125:12

10'-0" BRG 10'-0" BRG

5

12

5

12

5

12

10'-0" BRG 10'-0" BRG

1 22

2

5

5

66

6

66

3

3

5

12 5

12

5:12

5:12

8

7

5:12

ELEVATION KEYNOTE LEGEND:

1

2

3 1"x4" STUCCO BAND PER BUILDERS SPECS

4

5

6

STUCCO PER BUILDERS SPECS

16"x16" COLUMN W/ 8"x8" POST ABOVE

ROOFING PER SPECS

7

8

STUCCO OVER 8"x16" COLUMN

STUCCO OVER 8"x8"x16" COLUMN

1"x4" TRIM

1"x6" TRIM

1

6

2

6

-3

1

/2

"

10 11 10

4

8

9

3

6

1

6

3

6

10

6

6

FOUNDATION KEY NOTES

7 5/8" CONCRETE CURB

2

3

4

5

-3 1/2" SHOWER RECESS LOCATION

6

7

CONCRETE AS PER FOUNDATION NOTES

8

GARAGE FLOOR SHALL SLOPE 1/8 INCH PER FOOT

TOWARD OVERHEAD DOOR.

HVAC PAD SIZE MAY VERY PER MANUFACTURE SPECS

18x18x16DP W/ 3 - #5 EA WAY

2" CURB @ PORCH PERIMETER

STUB UP FOR KITCHEN ISLAND ELECTRICAL

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"

9

WEATHER LIP @ OVERHEAD DOOR

10

48x48x16DP

1 - #5 LONGTUDINAL REINF TOP

4 - #5 EA WAY REINF BOT

7

NOTE: REFERENCE ONLY. FOR TRUSS PLACEMENT & TRUSS-TO-TRUSS CONNECTORS,

SEE TRUSS MANUFACTURER'S DRAWINGS.

TRUSS LAYOUT

SCALE: 1/4" = 1'-0"

10'-0"

BRG.

WALL

ATTIC STORAGE

ENTRY BRG. @ 10'-0"

W/ BEAMS BY BUILDER

PORCH BRG. @ 10'-0"

W/ BEAMS BY BUILDER

10'-0"

FLT.

CLG.

10'-0"

FLT.

CLG.

10'-0"

FLT.

CLG.

10'-0"

FLT.

CLG.

10'-0"

FLT.

CLG.

CJ1

CJ1

CJ1

CJ1

CJ3

CJ3

CJ3

CJ3

CJ5

CJ5

CJ5

CJ5

H

J

7

H

J

7

H7-2P

LY

H9

H11

H13

CJ1

CJ1

H

J

3

EJ3

MH

3

CJ1

CJ1

CJ1

CJ1

CJ3

CJ3

CJ3

CJ3

CJ5

CJ5

CJ5

CJ5

H

J

7

H

J

7

H7B

H9B

CJ1

CJ1

CJ3

CJ3

CJ5

CJ5

H

J

7

H7A

-2P

LY

H9A

H11A

H13A

H15A

H17A

CJ1

CJ1

CJ3

CJ3

H

J

5

MH

5

EJ7

EJ7

EJ7

EJ5

H15

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

M1

C1B

C2B

TO STUD:

BOTH TOP PLATES

TO STUD:

BOTH TOP PLATES

TO STUD:

BOTH TOP PLATES

PLATES OR

LINTEL BEAM:

CONNECTOR

MAKE

RAFTER OR TRUSS

LINTEL BEAM:

TO BOTH TOP

PLATES OR

RAFTER OR TRUSS

TO BOTH TOP

CONNECTOR

MAKE

LINTEL BEAM:

RAFTER OR TRUSS

TO BOTH TOP

PLATES OR

MAKE

CONNECTOR

CONNECTORCONNECTOR

ALL THREAD

ROD (WHERE

APPLICABLE)

CONNECTOR

SPH4 W/12

10d x 1-1/2

MAKE MAKE

CONNECTOR

MAKE

1/2" ANCHOR

BOLT

MAKE

BOTTOM PLATE:

STUD TO

BOTTOM PLATE:

STUD TO

BOTTOM PLATE:

STUD TO

CONNECTOR

CONNECTOR

FIRST FLOOR STUD

TO BOTTOM FLOOR

TO BOTTOM FLOOR

FIRST FLOOR STUD

CONNECTORCONNECTOR

MAKE MAKE

TO BOTTOM FLOOR

FIRST FLOOR STUD

CONNECTOR

MAKE

CONNECTOR

MAKE

BOTTOM PLATE TO

FOUNDATION

FOUNDATION

BOTTOM PLATE TO

CONNECTOR

MAKEMAKE

FOUNDATION

BOTTOM PLATE TO

CONNECTOR

MAKEMAKE

ANCHOR AND TIE-DOWN CONNECTION SCHEDULE

BOTH TOP PLATES

TO STUD:

RAFTER OR TRUSS

TO BOTH TOP

PLATES OR

LINTEL BEAM:

PER TRUSS

CONNECTORS:

0-1,450

LAYOUT:

UPLIFT

REQ'D

A

IDENTIFY LOCATION

OF CONNECTIONS

SIMPSON

CONNECTOR

MAKE

STUD TO

BOTTOM PLATE:

CONNECTOR

FIRST FLOOR STUD

TO BOTTOM FLOOR

STUD:

CONNECTORCONNECTOR

MAKE MAKE

BOTTOM PLATE TO

FOUNDATION

CONNECTOR

MAKEMAKE

ALL THREAD

ROD (WHERE

APPLICABLE)

SIMPSON

(2) HTS20

META16

SIMPSON

SIMPSON

1-PLY; 2,035 MAX

2-PLY; 2,500 MAX

UPLIFT

REQ'D

CONNECTORS:

LAYOUT:

PER TRUSS

OF CONNECTIONS

IDENTIFY LOCATION

B

(2) HETA16

IDENTIFY LOCATION

OF CONNECTIONS

PER TRUSS

LAYOUT:

CONNECTORS:

REQ'D

UPLIFT

C

IDENTIFY LOCATION

CONNECTORS:

LAYOUT:

PER TRUSS

OF CONNECTIONS

0-1,450

D

SIMPSON SIMPSON

1,451-2,900

SIMPSON

(2) HTS20

NOTE: ALTERNATE CONNECTORS ARE ALLOWABLE UPON WRITTEN APPROVAL FROM THE ENGINEER/DESIGNER OF RECORD PRIOR TO INSTALLATION.

UPLIFT

REQ'D

MASONRY

MASONRY

WOOD

WOOD

SPH4 W/12

10d x 1-1/2

HTS20

1/2" ANCHOR

BOLT(2) HTS20

1. TRUSS TO MASONRY OR CONCRETE CONNECTORS TO BE TYPE A, UNLESS NOTED OTHERWISE IN CONNECTION SCHEDULE.

2. TRUSS TO WOOD FRAME WALL CONNECTORS TO BE TYPE C, UNLESS NOTED OTHERWISE IN CONNECTION SCHEDULE.

SIMPSON

WIND LOAD INFORMATION

THIS BUILDING HAS BEEN DESIGNED AS AN

ENCLOSED STRUCTURE IN ACCORDANCE WITH THE

6th EDITION FLORIDA BUILDING CODE.

1. WIND SPEED - 116 MPH NOMINAL; 150 ULTIMATE

2. WIND IMPORTANCE FACTOR - 1

3. BUILDING CATEGORY - II

4. WIND EXPOSURE - D

5. INTERNAL PRESSURE COEFFICIENT - ±.18

6. COMPONENT & CLADDING DESIGN WIND PRESSURE

SEE TABLE 1

7. THIS RESIDENCE OCCURS WITHIN THE WIND-BORNE

DEBRIS REGION FOR 140 MPH AND ABOVE,

ACCORDING TO ASCE 7-10 AND 6th EDITION FLORIDA

BUILDING CODE - RESIDENTIAL, CHAPTER 3.

8. ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS

ENCLOSED OPENINGS AND THE TRUSS ENGINEERING

SHALL BE PREPARED AS SUCH

TABLE 1

COMPONENTS AND CLADDING PRESSURE TABLE

ENCLOSED STRUCTURE - 150 MPH ULTIMATE

EXPOSURE D, ROOF ANGLE 7° < Ø <= 27°

MEAN ROOF HEIGHT, 15' <= H

ZONE

1 ROOF

2 ROOF EDGE

3 ROOF CORNER

4

5

LOCATION

EFFECTIVE WIND

AREA (SQ FT)

COMPONENT

PRESSURE (PSF)

SF < 10

10 < SF < 20

20 < SF < 50

50 < SF < 100

SF < 10

10 < SF < 20

20 < SF < 50

50 < SF < 100

SF < 10

10 < SF < 20

20 < SF < 50

50 < SF < 100

SF < 10

10 < SF < 20

20 < SF < 50

50 < SF < 100

100 < SF < 500

20.6 -32.3

18.8 -30.9

16.3 -29.4

14.6 -29.4

35.7 -38.2

34.1 -36.8

31.9 -33.8

30.3 -32.3

26.6 -29.4

20.6 -55.9

18.8 -51.5

16.3 -45.6

14.6 -41.2

20.6 -83.8

18.8 -77.9

16.3 -70.6

14.6 -64.7

SF < 10

10 < SF < 20

20 < SF < 50

50 < SF < 100

100 < SF < 500

35.7 -47.0

34.1 -44.1

31.9 -39.7

30.3 -36.8

26.6 -29.4

WALL

WALL CORNER

GARAGE DOOR LOADS

WIDTH (FT) HEIGHT (FT)

9 7 +31.3/-35.4 PSF

16 7 +30.0/-33.4 PSF

2 - 2x12 w/

1

2

" PLYWD BETWEEN

2 - 2x12 w/

1

2

" PLYWD BETWEEN

2 - 2x12 w/

1

2

" PLYWD BETWEEN

SIMPSON HUC410

SIMPSON HUC410

2 - 2x12 w/

1

2

" PLYWD BETWEEN

2 - 2x12 w/

1

2

" PLYWD BETWEEN

2 - 2x12 w/

1

2

" PLYWD BETWEEN

SIMPSON HUC410

2 - 2x12 w/

1

2

" PLYWD BETWEEN

SIMPSON HUC410

ADJACENT WALL (BEARING)

6

SCALE: NTS

SEE FOUNDATION

PLAN

2x PRESS. TREAT.

BOTTOM PLATE

2X STUD

(2) 2x TOP PLATE

PRE-ENGINEERED

WOOD TRUSSES

SPACED 24" O.C.

5/8" TYPE X

DRYWALL

TYPICAL GARAGE

5/8" TYPE X

DRYWALL

5/8" GYPSUM DRYWALL

BASEBOARD

1/2" GYPSUM DRYWALL

2x CEILING

BLOCKING

A

SCALE: NTS

TYPICAL GARAGE GOAL POST

A

SEE ELEV.

SCALE: NTS

P.T. (2x4) CONT.

3

INTERNAL BEARING WALL

TYPICAL BLOCK WALL TO

NOTE:

SEE CONNECTOR SCHEDULE FOR STUD TO TOP & BOTTOM PLATE #RR &

#SS. ANCHOR BOLTS 1/2" x 10" @ 32" MAX O.C.

SP4

TYPICAL INTERIOR WALL

2

SCALE: NTS

TILE ROOF OVER PEEL & STICK ON

3/4" PLYWOOD ANCHOR W/8d RING

SHANK NAILS AT 6" O/C. (UNO) @ 4"

ON EDGES

SEE FOUNDATION PLAN

R-30 INSULATION OVER AIR

CONDITIONED SPACE

(1) #5 CONT. AND (1)#5 CORNER BAR

WITH 25" TYPICAL OVERLAPS AND

CONC. FILL fc = 3000 psi.

CLEANOUT OPENING EACH

GROUTED CELL

GROUT FILL BEYOND

TYPICAL

(1) #5 DOWEL MIN. 6" EMB AND 25"

LAP TYPICAL.

2x6 FASCIA W/

ALUMINUM

COVERING

ALUMINUM DRIP EDGE

VINYL SOFFIT

8" U-SHAPE CONC.

BLOCK

TRUSS ANCHOR - SEE

ANCHOR SCHEDULE.

PRE-ENGINEERED WOOD

TRUSSES SPACED 24" O.C.

SEE FOUNDATION

PLAN

2x PRESS. TREAT.

BOTTOM PLATE

2X STUD

2x TOP PLATE

PRE-ENGINEERED

WOOD TRUSSES

SPACED 24" O.C.

6" x 1/2" WEDGE

ANCHORS @ 2'-0"

O.C.

(2X4) SPF @

16" O.C.

JACK STUD

FULL STUD

FACE NAIL FULL

STUD TO JACK W/

10d GUN NAILS @

12" O/C

STAGGERED

SPH4 UNLESS OTHERWISE NOTED

SIMPSON LSTA16

SEE FOUNDATION

PLAN

PT 2x6x8' TYP. EACH END

1/2" DIA WEDGE ANCHOR 3 1/2"

EMBED.

(1) #5 CONT.

PT 2x6x16' ATTACHED WITH SHOT IN

CASE HARDENED NAILS

SEE CONNECTOR SCHEDULE

NOTE:

A 1/2" DIA x4 1/2" LG. MIN. WEDGE ANCHOR MAY BE USED

IN LIEU OF 1/2" DIA J-BOLTS.

(1)#5 CONT.

(1)#5 CONT.

#5 DWL W/ 25" O/LAP

SEE FOUNDATION PLAN

16" PT 2x8 FOR TORSION SPRING

(AS REQ'D)

1/2" GYPSUM DRYWALL

SEE FLOOR PLAN & WINDOW

SCHEDULE FOR SIZE

MARBLE WINDOW SILL

BASEBOARD

1/2" DRYWALL

CEILING BOARD

SEE

CONNECTOR

SCHEDULE

(2) 2x8 HEADER U.N.O.

2 COURSES LINTEL BLOCK

FILL SOLID W/ (1) #5 REBAR CONT.

EACH

(1)#5 CONT.

REAR PORCH DETAIL

SCALE: NTS

5

#5 DOWEL MIN. 6" EMB AND 25"

LAP TYPICAL

SEE FOUNDATION

PLAN

#5 REBAR TYPICAL

STUCCO FINISH OVER CMU

COLUMN

8"x16" CMU COLUMN FILLED

SOLID WITH 3000 P.S.I. CONC.

TYPICAL

PRE ENGINEERED TRUSS

SEE CONNECTOR SCHEDULE

PRECAST LINTEL W #5 CONT. @

AND (1)#5 CORNER BAR WITH

25" TYPICAL OVERLAPS AND

CONC. FILL fc = 3000 psi

ATTACH 1x4 WOOD BUCK W/ 2"

CASE HARD NEUMATIC GUN NAILS

STAGGERED AT 12" O.C, 1-1/2" MIN.

EMBEDMENT

FIFOIL W/ 3/4" FURRING STRIPS

OVER

VINLY SOFFIT

2x6 FASCIA

W/ ALUMINUM

COVERING

1x2 ALUMINUM DRIP

EDGE

TYPICAL EXTERIOR BEARING WALL

1

SCALE: NTS

2X MID

BLOCKING

1/2" Ø J-BOLT OR WEDGIT MIN 10"

EMBEDMENT @ 32" OC

INSULATION

TYPICAL

SHEAR SPECIFICATIONS (WALL SHEATHING)

8

SCALE: NTS

7/16" OSB

8

TYPICAL INTERIOR BEARING WALL

7

SCALE: NTS

SEE FOUNDATION

PLAN

1/2" Ø J-BOLT OR WEDGIT MIN 10"

EMBEDMENT @ 32" OC

2x PRESS. TREAT.

BOTTOM PLATE

2X STUD

SEE CONN. SCHED

(2) 2x TOP PLATE

SEE CONN. SCHED

PRE-ENGINEERED

WOOD TRUSSES

SPACED 24" O.C.

1/2" DRYWALL

2X MID

BLOCKING

PORCH DETAIL

SCALE: NTS

9

#5 DOWEL MIN. 6" EMB AND 25"

LAP TYPICAL

SEE FOUNDATION

PLAN

#5 REBAR TYPICAL

STUCCO FINISH OVER CMU

COLUMN

8"x16" CMU COLUMN FILLED

SOLID WITH 3000 P.S.I. CONC.

TYPICAL

(2) 2x12 HEADER

(2) SIMPSON HETA20

@ EACH COLUMN

TRUSS TO BEAM

USING SIMPSON HTS20

8

#5 HORIZ REINF. TYP

#5 VERT REINF. TYP

#5 CORNER BAR 15" MIN. OLAP

WALL HEIGHT TRANSISTION1113

SCALE: NTS

DOOR/SLIDING DOOR BUCK ANCHOR DETAIL

SCALE: NTS

PC LINTEL

PT 1x6 DOOR BUCK STRIPS

ANCH TO BLOCK W/ 1 X 6 OR 1

X8 WITH 2 ROWS OF 2" CASE

HARD NEUMATIC GUN NAILS

AT 12" O.C

0144

SEE CONNECTOR SCHEDULE

J-BOLT AT 24" O.C.

2x4 PT BOTTOM PLATE

WITH (2)-10d

DOUBLE 2x4 TOP PLATE

WALL STUDS TO TRUSS

SIDE NAIL 2x4 KNEE

KNEEWALL DETAIL

SCALE: NTS

PRE ENGINEERED TRUSSES

TYPICAL

CONCRETE BLOCK

W/ FILLED CELL

1x4 WOOD BUCK W/ 2" CASE

HARD NEUMATIC GUN NAILS

STAGGERED AT 12" O.C, 1-1/2"

MIN. EMBEDMENT

DOOR BUCK ATTACHMENT DETAIL

CONC. BLOCK W/ FILLED CELL -

TYP. ALL OPENINGS

1x4 WOOD BUCK W/ 2" CASE HARD

NEUMATIC GUN NAILS STAGGERED

AT 12" O.C, 1-1/2" MIN. EMBEDMENT

ATTACHMENT DETAIL

WINDOW BUCK

TYPICAL NAILING SCHEDULE

NAILSCHED SCALE: NTS

GENERAL VALLEY NOTES:

1501

SCALE: NTS

VALLEY FRAMING DETAIL

8d RING SHANK

NAILS @ 4" O/C ON

EDGES & 4" WITHIN

48" OF GABLE END

8d RING SHANK

NAILS @ 4" O/C ON

JOINTS AND

EDGES & 4" IN

FIELD

3/4" PLYWOOD

8

AT LEAST ONE TRUSS

SPACE

PRE-ENGINEERED

WOOD TRUSSES

MINIMUM 2"x4" TRUSS BRACING

MINIMUM (2) 12d PER JOINT

OVERLAP

TRUSS BRACING OVERLAP DETAIL(TYP.)

6"

OVERLAP TRUSS BRACING

N.T.S.

9

10

NTS

DETAIL

NTS

MTL DRIP EDGE

SHINGLE ROOFING

FELT UNDERLAYMENT

VINYL DRIP/WEEP SCREED

STUCCO/CV FINISH ASSEMBLY

LAP BARRIERS OVER NAILING

FLANGE

OFF-RIDGE VENT PER FBC 2016

R905 AND R806

DETAIL DETAIL

EXTEND 30# ROOFING FELT UP

WALL 7" MIN

5 X 5 METAL FLASHING OVER

ROOFING FELT (NAIL TO ROOF

DECK NOT WALL SHEATHING)

SIDING/CV FINISH ASSEMBLY

W/ 15# FELT OVER APPROVED

HOUSEWRAP

LAP FELT AND HOUSEWRAP

OVER VINYL STUCCO STOP/

WEEP

SHINGLE ROOFING

CAP SHINGLE - DO NOT NAIL

INSTALL WITH ROOF CEMENT

WALL SHEATHING

ROOF CEMENT

VENT STACK FLASHING PER FBC

2104 R905

NTS

NOTES:

1. INSTALL IN STRICT ACCORDANCE WITH

MANUFACTURERS WRITTEN INSTRUCTIONS

2. APPLY ROOFING CEMENT OR SELF-ADHERING

FLASHING OVER FLANGE AT HEAD ONLY

VENT STACK. SEE PLUMBING FOR

SIZE & LOCATIONS

PREFORMED FLEXIBLE BOOT

FLASHING W/ INTEGRAL FLANGE

SET IN PLASTIC ROOF CEMENT

INSTALL FLANGE OVER SHINGLE

AT BASE

INSTALL OFF-RIDGE VENT

FLANGE OVER SHINGLE AT

BASE

SCREEN

KICK-OUT FLASHING (SEE

DETAIL)

EXTEND KICK-OUT 2"

BEYOND FASCIA

5"

MIN

5"

MIN

WATER

TIGHT

SEAL

5x5 METAL FLASHING

NTS

8"

MIN

NOTES:

1. INSTALL IN STRICT ACCORDANCE WITH

MANUFACTURERS WRITTEN INSTRUCTIONS

2. APPLY ROOFING CEMENT OR SELF-ADHERING

FLASHING OVER FLANGE AT HEAD ONLY

FIBERGLASS SHINGLE ROOFING

OVER 30# FELT OVER 7/16" OSB

OVER PRE-ENG WD TRUSSES

INSTALL SHINGLES OVER OFF-RIDGE

VENT FLANGE AT HEAD

FIBERGLASS SHINGLE ROOFING

OVER 30# FELT OVER 7/16" OSB

OVER PRE-ENG WD TRUSSES

INSTALL SHINGLES OVER

FLANGE AT HEAD

DETAIL

VALLEY FLASHING PER FBC 2016

R905

24" WIDE METAL VALLEY FLASHING

OVER 30# FELT

OPTIONAL: 36" WIDE SELF-ADHERING ROOFING

UNDERLAYMENT CENTERED ON VALLEY

(GRACE ICE AND WATER SHIELD OR EQUAL)

DIRECTLY OVER

7

16

" OSB OVER PRE-ENG WD

TRUSSES @24" O.C. PRIME SHEATHING PER

MANUF. INSTRUCTIONS

NTS

VALLEY SHINGLE INSTALLATION:

INSTALL SHINGLES USING 'WEAVE' METHOD.

1. EXTEND (1) FULL END SHINGLE MIN 12" PAST

CENTER LINE OF VALLEY. SEE MANUF WRITTEN

INSTRUCTION FOR ADDITIONAL INSTALLATION

INFORMATION

2. DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE

OPTIONAL: LEAD BOOT FLASHING W/

INTEGRAL FLANGE SET IN PLASTIC

ROOF CEMENT

FIBERGLASS SHINGLE ROOFING

OVER 30# FELT OVER 7/16" OSB

OVER PRE-ENG WD TRUSSES

GALVANIZED METAL OFF-RIDGE VENT

WITH BAFFLE. SET IN PLASTIC ROOF

CEMENT OR SEALANT

FASCIA

NOTE: INSTALL KICKOUT

FLASHING AT BOTTOM OF ROOF &

WALL INTERSECTIONS

WALL/KICKOUT FLASHING PER

FBC 2016 R905

DETAIL

WALL FLASHING PER FBC 2104

R905

STEP 5

APPROVED HOUSEWRAP

OVER SHEATHING OVER

WD STUD WALL

LINE OF DOOR

OPENING

CUT HOUSEWRAP

FOLD HOUSEWRAP IN

AND AROUND JAMBS

INSTALL DOOR PLUMB,

LEVEL AND SQUARE PER

MANUFACTURERS

WRITTEN INSTRUCTIONS

INSTALL 6" WIDE

SELF-ADHERING MEMBRANE

FLASHING OVERLAPPING

DOOR FRAME |"

4"

|"

|"

1"

MIN

|"

INSTALL 6" WIDE

SELF-ADHERING MEMBRANE

FLASHING OVERLAPPING

DOOR FRAME |"

EXTEND SELF-ADHERING

MEMBRANE FLASHING 1" MIN

BEYOND JAMB FLASHING

SET THRESHOLD IN BED OF

SEALANT

APPLY SEALANT AT

CORNERS AND FRONT

EDGE OF THRESHOLD

SEE DOOR DETAILS FOR

FINISH/TRIM DETAILS

DOOR FLASHING INSTALLATION DETAILS

STEP 4STEP 3STEP 2STEP 1

STEP 5

MODIFIED "I" CUT IN

HOUSEWRAP

APPROVED HOUSEWRAP OVER

SHEATHING OVER WD STUD

WALL

LINE OF WINDOW

OPENING

TEMPORARILY FOLD-UP

& SECURE HOUSEWRAP

(OR TUCK FLAP UNDER)

AT HEAD

FOLD HOUSEWRAP IN

AT JAMBS & SILL

INSTALL 9" WIDE

SELF-ADHERING FLEXIBLE

MEMBRANE FLASHING AT SILL

APPLY 3/8" NOM.

CONTINUOUS BEAD

OF SEALANT AT

JAMBS AND HEAD or

APPLY TO BACK OF

WINDOW NAILING

FLANGE IN LINE W/

PRE-PUNCHED HOLES

OR SLOTS.

INSTALL WINDOW

PLUMB, LEVEL AND

SQUARE PER

MANUFACTURERS

WRITTEN

INSTRUCTIONS

INSTALL 6" WIDE

SELF-ADHERING

MEMBRANE FLASHING

OVER NAILING

FLANGE AT JAMBS

FOLD HOUSEWRAP DOWN

& TAPE DIAGONAL CUT &

ACROSS HEAD OF

WINDOW

SLOPE SILL R.O. TO EXTERIOR

NOTE:

1. WINDOW INSTALLATION AND FLASHING DETAILS ARE

CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT

SELF-ADHERING MEMBRANE FLASHINGS ARE USED

2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO

VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING

HOUSEWRAP, SEALANTS & SELF-ADHERING FLASHING

MATERIALS USED DURING CONSTRUCTION.

3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN

SPECIFICATIONS

WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT

COMPATIBLE.

CUT HOUSEWRAP AT

45 DEG ANGLE

7"

7"

135^

ALIGN FLASHING W/

INT. EDGE OF SILL

R.O.

6" TYP

5"

EXTEND MEMBRANE

FLASHING MIN 1" BELOW

SILL FLEXIBLE FLASHING

1"

MIN

EXTEND SELF-ADHERING

MEMBRANE FLASHING 1"

MIN BEYOND JAMB

FLASHING

EXTEND FLASHING UP JAMBS 6" MIN

INSTALL 6" WIDE

SELF-ADHERING

MEMBRANE FLASHING

OVER NAILING

FLANGE AT HEAD

MECHANICALLY

FASTEN FANNED

EDGE (CAP NAILS,

STAPLES) IF REQUIRED

BY FLASHING

MANUFACTURER

INTERIOR VIEW

SEAL WINDOW FRAME TO

INSIDE OF R.O. W/ SEALANT

AT SILL AND A MIN 12" UP

BOTH JAMBS TO FORM A

BACK DAM. SEAL BALANCE

OF FRAME WITH SEALANT OR

NON-EXPANDING FOAM

(PROVIDE BACKER ROD

WHERE REQUIRED)

SELF-ADHERING

FLEXIBLE FLASHING at

SILL, FLUSH TO

INTERIOR FRAMING.

WINDOW FLASHING INSTALLATION DETAILS

4" WIDTH OF ASPHALT

ROOFING DETAILS

4:12 or GREATER SLOPE

SHINGLE NAILING

N.T.S.

NON-CORRODING

MTL EAVE DRIP

TO PROVIDE DRIP EDGE

PLACE SHINGLES {"

OVER EAVE AND RAKE EDGES

FIRST COURSE

BUT DO NOT CROWD

CLOSE TOGETHER

PLACE SHINGLES

END OF FIRST

TRIM 6"-7" FROM

PLASTIC ROOF CEMENT

ALL STARTER COURSE

PLASTIC ROOF CEMENT

4" WIDTH OF ASPHALT

AND EACH OTHER IN A

SHINGLES TO UNDERLAYMENT

ALONG RAKES, CEMENT

NON-CORRODING

MTL EAVE DRIP

SHINGLE

STARTER COURSE

SHINGLES

TRIM TABS FROM

AND EACH OTHER IN A

SHINGLES TO UNDERLAYMENT

ALONG RAKES, CEMENT

2 X 6 FASCIA

PT 1 X 2

UNDERLAYMENT

OVER EAVE AND RAKE EDGES

TO PROVIDE DRIP EDGE

PLACE SHINGLES {"

METAL DRIP EDGE SET IN PLASTIC

ROOF CEMENT & NAILED

4" MIN END LAP OFFSET

END LAPS BY 6'-0"

ALONG EAVES PLACE

UNDERLAYMENT ON TOP OF

METAL DRIP EDGE

ALONG RAKE PLACE DRIP EDGE

ON TOP OF UNDERLAYMENT

2" MIN SIDE LAP

36" WIDE UNDERLAYMENT INSTALLED WITHOUT

WRINKLES. USE ONLY ENOUGH NAILS TO HOLD

UNDERLAYMENT IN PLACE UNTIL COVERED BY

SHINGLES

ROOF SHEATHING

INSTALL PER MANUFACTURERS INSTRUCTIONS AND FLORIDA PRODUCT APPROVALS

INSTALL PER R905

MASTER

BEDROOM

W.I.C.

WH

WA

SH

ER

220

DR

YE

R

HV

AC

RE

F

W.I.C.

M.BATH

13'-0" x 17'-8"

13'-0" x 6'-0"

DINING

KITCHEN

BEDROOM #2

BEDROOM #3

BATH #2

10'-8" x 10'-8"

12'-0" x 11'-0"

12'-0" x 13'-0"

13'-3" x 13'-0"

15'-7" x 16'-11"

GREAT ROOM

14'-4" x 5'-1"

GARAGE

19'-8" x 19'-11"

UTILITY

COVERED LANAI

26'-0" x 8'-0"

ENTRY

220

RA

NG

E

MIC

RO

DW

NOOK

9'-7" x 9'-7"

J

A/C

C

OM

P

J

J

SS

PH

TV

CM/SD

CM/SD

CM/SD

CM/SD

CM/SD

S S

SS

WP

S

GF

I

GF

I

S

CLNG

DB

SS

S

3

S

3

GF

I

S SS

4

SS

4

S

S

GF

IG

FI

GFI GFI

PH

TV

S

4

S

3

SS

3

S

3

WP-GFI

WP-GFI

U

C

SS

TV

TV

SS

S

S

3

S

3

S

3

S

GFI

S

50

AM

P

2

3

S

3

CLNG

5

S

TV

TV OUTLET

3

SWITCH

S

S

R

4

DUPLEX

RHEOSTAT

220

CT

GFI

1/2 HOT

S

J

JUNCTION

DOOR BELL

GD

PH

DB

FLOOR

CLNG

S

SPLIT WIRED DUPLEX

PHONE OUTLET

GARAGE DOOR

220 VOLT OUTLET

FLOOR DUPLEX

CEILING DUPLEX

QUADRUPLEX

ELECTRICAL LEGEND

THREE-WAY SWITCH

FOUR-WAY SWITCH

GFCI DUPLEX

COUNTERTOP DUPLEX

T

SD

S

SPEAKER

CM

FLOODLIGHT

VENT

CEILING LIGHT

RECESSED EYEBALL LIGHT

EYEBALL LIGHT

WALL HUNG LIGHT

RECESSED CEILING LIGHT

LANDSCAPING LIGHT

HEAT, VENT AND LIGHT

HEAT AND VENT

HEAT AND LIGHT

VENT AND LIGHT

THERMOSTAT

SMOKE DETECTOR

SD/CM SMOKE C. MONOXIE DETECTOR

11

ELECTRICAL PLAN

SCALE: 1/4" = 1'-0"

FLUORESCENT LIGHT

ELECTRICAL PLAN NOTES

1. ARC FAULTS ARE REQUIRED EVERYWHERE

SPECIFIED IN NEC 2008 210.12.

2. ALL RECEPTACLES MUST BE TAMPER RESISTANT

NEC 2008406.11

ELECTRICAL PLAN KEY NOTES

NOTE TO ELECTRICIAN:

ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION

OUTLETS PER NEC 210-12(b)

SMOKE & CARBON MONOXIDE DETECTORS ARE TO BE IN EACH

BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY,

AND CLOSE TO STAIRS GOING UP.

SMOKE & CARBON MONOXIDE DETECTORS SHALL BE WIRED TO

COMPLY W/ NFPA 72.

USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.

ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF.

ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE

NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.

DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR

THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'OF A/C

CONDENSER).

NOTES TO PLIUMBER:

ALL PLUMBING WILL COMPLY TO 2010 FL. PLUMBING CODE

WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF

VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.

ELECTRICAL NOTES

ALL 120V RECEPTACLES INSTALLED IN BATHROOMS, GARAGES,

OUTDOORS, IN UNFINISHED BASEMENTS, UNDER FLOOR AREAS,

KITCHEN COUNTER TOPS, KITCHEN ISLAND AND WITHIN 6-FEET

OF A SINK SHALL BE GROUND FAULT CIRCUIT INTERRUPTER

PROTECTED

BATHROOMS RECEPTACLE OUTLETS SHALL BE SUPPLIED BY

AT LEAST ONE 20A BRANCH CIRCUIT, THIS CIRCUIT SHALL

FEED NO OTHER OUTLETS

ALL DWELLING UNIT BEDROOM BRANCH CIRCUITS FEEDING

LIGHTING OR POWER OUTLETS OR SMOKE DETECTORS IN

BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT

CIRCUIT INTERRUPTERS

LIGHTING FIXTURES LOCATED ABOVE SHOWER AND BATHTUB

AREAS SHALL BE RATED MOISTURE RESISTIVE

RECEPTACLE OUTLETS SHALL BE SPACED SUCH THAT ANY

POINT ALONG THE WALL AT THE FLOOR LEVEL IS NOT MORE

THAN 6' FROM A RECEPTACLE WITHOUT CROSSING A

DOORWAY. WALL SPACES GREATER THAN 2' IN WIDTH SHALL

BE PROVIDED WITH A RECEPTACLE. RECEPTACLES IN THE

FLOOR WITHIN 18" OF THE OF THE WALL ALSO MEET THE

REQUIREMENT. THESE RECEPTACLES SHALL BE PROVIDED IN

KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,

DENS, BEDROOMS, OR SIMILAR ROOMS.

ALL SWITCHES ON A MULTIPLE SWITCHED CIRCUIT SHALL BE

CONTROLLED BY THE DIMMER SWITCH ON THAT CIRCUIT.

ALL RECESSED FIXTURES SHALL BE LABELED AS BEING

CERTIFIED TO HAVE A LEAKAGE RATING OF LESS THAN 2.0 AT

75 PASCAL.

ALL OUTDOOR LIGHTING MUST BE HIGH EFFICACY OR

CONTROLLED BY A MOTION SENSOR WITH INTEGRAL

PHOTOCONTROL.

SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL

SLEEPING AREAS.

SMOKE DETECTORS SHALL BE "HARD WIRED"/INTERCONNECTED

AND SHALL BE EQUIPPED WITH BATTERY BACKUP.

PROVIDE UFER OR OTHER APPROVED GROUND.

PROVIDE TWO DEDICATED 20 AMP SMALL APPLIANCE BRANCH

CIRCUITS FOR THE KITCHEN, LIMITED TO SUPPLYING WALL AND

COUNTER SPACE OUTLETS ONLY.

LIGHT FIXTURES LOCATED IN TUB OR SHOWER ENCLOSURES

SHALL BE LABLED "SUITABLE FOR WET LOCATIONS" OR

"SUITABLE FOR DAMP LOCATIONS."

INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED

CEILINGS SHALL BE I.C. RATED BY UL OR OTHER APPROVED

AGENCY.

ELECTRICAL WITHIN 6 FEET OF ATTIC ACCESS SHALL BE

PROTECTED.

NON-METALLIC SHEATHED CABLE SHALL BE SECURED BY

STAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR AT

INTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12 INCHES

OF EVERY CABINET, BOX OR FITTING. FLAT CABLES SHALL NOT

BE STAPLED ON EDGE.

PANEL

200 AMP

#4 COPPER

METER

2" PVC OFFSET

WITH (3) #4/0

THHN ALUMINUM

SERVICE CABLE

4/0 ALUMINUM

200 AMP

DISC.

ALUMINUM

(3) #4/0 THHN

2" PVC WITH

UNDERGROUND ELECTRICAL RISER

GROUND PER NFPA 70

AND BONDING

ARTICLE 250: GROUNDING

ATTIC LIGHT WITH SWITCH

PLUMBING RISER

SCALE: NTS

50 AMP WP-GFI FOR POOL SERVICE

OUTLET AND CABLE HOOKUP TO BE LOCATED

APPROX. @ 60" AFF

OUTLET TO BE LOCATED UNDER SOFFIT