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L 32763 (386)960-7720

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

TYPICAL BEDROOM DOOR

THRU WALL VENT

FOUNDATION LOAD CAPACITY NOTE:

THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD

CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF

MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED

THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN

IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW

FOUNDATION DESIGN.

MODIFIED PROCTOR PER ASTM D 1557.

DOWEL ROD REPAIR NOTES:

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.

FLOOR PLAN

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

GRADING NOTES

ALL FINAL GRADING TO COMPLY W/ FBCR

2017 SECTION R401.3 , GRADE

TO FALL A MINIMUM OF 6" WITHIN THE FIRST

10'

REVISION 0:

27MAR2020

FL

OO

R &

F

OU

ND

AT

IO

N P

LA

N, N

OT

ES

, D

ET

AIL

S

A1

SHEET:

B1

25 SH 25 SH

B2

16'x7' OHGD

8'x7' OHGD

12/3

2 S

H

B1

B2

B1

B1

40"x40"

CONC PAD

35 SH

B1B2

4014 FG

B2 B1B1

B1 B2 B1

9068 SGD

111 1/2" x 82" M.R.O.

108 1/2" x 80 1/2" F.R.O.

B2

B2

B2

B2

B1

B1 B3

B2B1 B1

B2

AHU

WASHER BOX

B1

B3 B1

B1

1668 BF

3068 BF

3068 BF

SC

IS

SO

R T

RU

SS

ES

4 S

H

MC

4 S

H

2068 BF

KNEE

24" TB

HW

ROD & SH

ROD & SH

LAV

WC

LAV

LAV

SHWR

RECESS

4 S

H

4 SH

WASH

LOC

DRY

LOC

6" WALL

STORM

PANEL

STORAGE

50 GALL

WATER

HEATER

VAULT CEILING,

FOYER

PLANK VINYL FLOOR

8'-0" CEILING,

MASTER BATH

TILE FLOOR

8'-0" CEILING,

MASTER BEDROOM

CARPET

VAULT CEILING,

DINING ROOM

8' CEILING

COVERED PATIO

VAULT CEILING,

GREAT ROOM

8' CEILING,

BEDROOM 2

VAULT CEILING,

IMAGINATION

8' CEILING,

BEDROOM 3

8'-0" CEILING,

HALL BATH

TILE FLOOR

(2)2x12 SYP HEADER- PAD

AS REQUIRED, 2 PLACES

24" SQ CMU BASE/ 16" DIA GROUT

FILLED CMU COLUMN TO 7'-0" AFF.

RO

D &

S

H

RO

D &

S

H

MIC

RO

O

VE

R

RA

NG

E/O

VE

N

MT

MT

ATTIC ACCESS

22 1/2" x 36 1/2"

ATTIC ACCESS

WITH STAIRS

8' CEILING,

GARAGE

8' CEILING,

UTILITY

CONCRETE FLOOR

8' CLG, CPT

W.I.C.

VAULT CEILING,

KITCHEN

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

MASTER BATH

42" H

MIRROR

KNEE

SPACE

6 1

/2

""

7'-4

1

/2

"

36

"4

"4

2"

SPLASH

2'-0

"3

0'-0

"2

0'-10

"

60

'-0

"

6'-2" 14'-4" 6'-6" 3'-0"

6'-4" 13'-6" 8'-2"

30'-0" 28'-0"

58'-0"

1'-4" 13'-8"

36

'-0

"1

0'-8

"1

'-4

"

60

'-0

"

6'-0

"6

'-0

"

3'-0

"4

'-4

"4

'-8

"

58'-0"

27'-8" 20'-0" 10'-4"

6'-2" 8'-8" 9'-5"

2'-0" 16'-0" 2'-0" 8" 8'-0" 1'-8"

10'-0"

2'-0" 8'-0"

HW

LAV

LAV

LAV

SHWR 4"

RECESS

WASH

LOC

HB

HB

2'-0

"

60

'-0

"

3'-0"

15'-8"

30'-0" 28'-0"

58'-0"

36

'-0

"

60

'-0

"

6'-0

"6

'-0

"

3'-0

"9

'-0

"

58'-0"

27'-8" 20'-0" 10'-4"

2'-0" 16'-0" 2'-0"8" 8'-0" 1'-8"

10'-0"

3'-1

0"

FOUNDATION PLAN

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

24"X24"X16" DEEP

CONCRETE FOOTING

W/(2)#5 E.W. 2 PLACES

2" S

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SL

OP

E

2"

-2

"

8"x8" THICKENED EDGE

W/(1) #5 CONT. 3 PLACES

AT PATIO EDGE(S).

16"x20" DEEP BEARING

FOOTER W/(2) #5 CONT. TYP

AT GARAGE EDGE(S).

DBL SINK

24"X24"X16" DEEP CONCRETE

FOOTING W/(2)#5 E.W.

-2

"

SL

OP

E

8"x8" THICKENED EDGE

W/(1) #5 CONT. 2 PLACES

AT ENTRY EDGE(S).

CONC PAD

40"x40"

7

4

'

-

0

5

/

1

6

"

7

5

'

-

3

7

/

1

6

"

8" CURB

TYPICAL

KITCHEN NOTE:

KITCHEN ISLAND THRU

STUB UP POWER FOR

FOUNDATION

4" PVC

FOR COMP

16" WIDE x 20" DEEP CONCRETE BEARING

FOOTER W/(2) #5 CONT. TYPICAL AT

PERIMETER (EXCLUDING PATIO AND ENTRY).

3068 W/ SIDLT

23

'-8

"

13'-2"

21

'-8

"

15

'-4

"

19

'-2

"

23'-0"

WC

9068 SGD

6"

8'-0

"

3'-8"

CONCRETE AS PER

FOUNDATION NOTES

2'-0

"

2'-0

"2

4'-0

"

20'-4" 9'-4"

6"x1 1/2" DEEP

RECESS AT SGD

8"x8" THICKENED EDGE W/(1) #5

CONT. AT SHWR EDGE(S).

ELECTRICAL

GROUND ROD

CONCRETE FILLED CELLS W/(1)#5

REBAR CONTINUOUS INTO BOND

ABOVE- TYPICAL

15'-0"

WC

HB

SH

WR

4

"

RE

CE

SS

DRIVEWAY TO EXTEND

TO FULL LENGTH AS

SHOWN- NOT JUST TO

GARAGE OPENINGS-

3'-7"

15

'-4

"5

'-4

"

14'-4"6'-2" 6'-6"

PLUMBING RISER

SCALE: NONE

1 1/2" VTR

2" VTR

SHWR

LAV

SHWR

2"

C.O.

W/C

TO SEPTIC/ SEWER

WSHR

2" VTR

2"

3"

OPT

LT

3"

3"

3"

3"

3"

3"

3"

3"

LAV

LAV

1 1/2" VTR

2"

2"

2"

2"

3"

2" VTR

SINK

3"

W/C

2" CURB

8"

11'-4" 4" 15'-0" 8"

11'-0" 4" 20'-0" 4'-0" 4'-0" 2'-0" 4"

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

8"

8"

8"

5'-2" 4" 2'-0" 4" 3'-2" 4" 9'-0" 4" 6'-8" 4" 7'-8" 4" 3'-4" 4" 2'-0" 4" 6'-0" 4" 8'-8"

8"

8"

12

'-0

"4

"2

'-0

"4

"4

"2

'-0

"4"

12

'-0

"

8"

8"

13'-0"

4"

21

'-4

"

8"

8"

23

'-0

"4

"5

'-1

0"

6"

6'-0

"8

'-0

"1

5'-0

"

8"

8"

5'-0

"3

'-0

"4

"4

"17

'-0

"

8"

3'-8

"

3'-0

"4

"4

'-0

"4"

9'-8

"

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

TOWEL BAR 2x6 BACKER DETAIL

5'-0

" A

T

TO

IL

ET

O

R T

UB

4'-6

" A

T O

TH

ER

LO

CA

TIO

NS

2x6

2x6

L

C

L

C

8' CLG, VINYL

PANTRY

8' CLG, VINYL

HALL

CEILING BREAK

B1

B1

B1

34

1 2

"

3'-0

"

1-1

/2

"

12" O.H.

SCALE: 1/2" = 1'-0"

CABINET SECTION

DWG: TITLE:

DRAWING LIST

E1

A1FLOOR PLAN, FOUNDATION PLAN, DETAILS, NOTES

T1 TRUSS PLAN, CONNECTION CHART

D1 CONSTRUCTION DETAILS

EXTERIOR ELEVATIONS, ROOF PLAN, ELECTRICAL PLAN

PRE-ENGINEERED

LINTEL- 3 PLACES

AT REAR PATIO

22 1/2" x 54"

21

'-0

"

5'-8

"

42"

SPLASH

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

KITCHEN CABINET WALL

36

"1

8"

3'-5"

66 1/16" x 83 3/4" M.R.O.

63 1/16" x 82 1/4" F.R.O.

CARPET FLOOR

PLANK VINYL FLOOR

PLANK VINYL FLOOR

PLANK VINYL FLOOR

PLANK VINYL FLOOR

PLANK VINYL FLOOR

PLANK VINYL FLOOR

28

68

P

KT

W IN

TE

RN

AL

M

IN

I'S

B2

13'-8" 1'-4"

8"x16" GROUN FILLED

CMU COLUMN TO 8'-0"

AFF- 2 PLACES

LIVING...............................................

TOTAL UNDER ROOF...................... 3,187 S.F.

2,026 S.F.

AREA TABULATION

GARAGE ..........................................

FRONT ENTRY ................................ 60 S.F.

745 S.F.

SCREEN PORCH ............................. 356 S.F.

WIRE SHELF

(VENT UP)

2'-2

"

1'-0

"

37 1/8" x 82 3/8" M.R.O.

34 1/8" x 80 7/8" F.R.O.

MT

35

S

H

8"

4 S

H

2068 BF

40

14 F

G

7'-2

"

B2

4" FRAME

WALL TO 18"

AFF W TEMP

GLASS TO

7' AFF.

RAIN HEAD 18"

FROM WALL

SHELF AT 42" AFF-

2 PLACES

SHOWER VALVES

AT 36"/48" AFF

1'-6"

AD

A C

UR

B

FRAME AS

SHOWN TO

TOP PLATE

ROBE HOOKS,

8" APART MOUNT

AT 5 AFF

1'-6

"

2'-8"

5'-4"

SHWR

RECESS

4" FRAME WALL

AT 42" AFF W TEMP

GLASS TO 7' AFF.

AD

A C

UR

B

3

0

"

T

G

D

R

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

HALL BATH

42" H

MIRROR

7'-0

1/2

"

6 1

/2

""

32

"

4"

42

"

LOCATION

REF

24

"

18

"3

6"

8'-0"

MICRO

SPLASH

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

RANGE

36

"6

"

KITCHEN, RANGE WALL WITH STAGGER, CROWN

FLOOR PLAN NOTES:

1. ALL FIXED GLASS AND WINDOWS ABOVE AND AROUND SHOWERS AND TUBS TO

BE TEMP. GLASS.

2. PLUMBER TO V.I.F. TUB DRAIN LOCATION. PROVIDE 2X FRAMING FOR TUB DECKS

AS REQ.'D. SET TUB DECK LIP OVER SHWR RECESS 1 1/2" TO ALLOW FOR

CEMENT BOARD AND TILE.

3. PROVIDE 1/2" GYP. BOARD ON 1X2 P.T. FURRING @ 16" O.C. AND BLOCK FOAM

INJECTION INSULATION AT ALL CONDITIONED INTERIOR BLOCK WALL

CONDITIONS, THIS ASSEMBLY HAS A R-8.0 RATING PER FBC-2017 6 TH EDITION,

ENERGY CONSERVATION SECTION 303

4. PROVIDE R-19 INSULATION FOR 2X6 ,2X8 AND R-13 FOR 2X4 EXTERIOR WOOD

FRAME WALLS PER FBC-2017 6th EDITION ENERGY CONSERVATION SECTION 303

5. ALL DRYER VENTS AND RANGE HOODS/MICRO.'S TO BE VENTED THROUGH

NEAREST EXTERIOR WALL OR ROOF BY HVAC CONTRACTOR, BUILD SOFFIT/PAD

OUT WALL/CLG. AS REQ'D.

6. ATTIC ACCESS TO BE 30"X22" MIN., ATTIC ACCESS W/ STAIRS TO BE 54"X22",

MATCH TRUSS ORIENT PER FBC R807.1 ACCESS PANEL AND STAIRS TO HAVE 20

MIN FIRE RATING. ALL ATTIC ACCESS LOCATIONS WILL HAVE (1) PULL CHAIN

LIGHT FIXTURE. ATTIC ACCESS IN CONDITIONED AREAS TO HAVE R38 BATT

INSULATION AT OPENING.

7. PROVIDE 1 3/8" MIN. SOLID WOOD, HONEYCOMB, OR 20 MIN. FIRE RATED

DOOR, EQUIPPED WITH SELF CLOSING DEVICE BETWEEN GARAGE AND

CONDITIONED SPACE PER FBC R302.5.1

8. ALL INTERIOR NONBEARING FRAMING TO BE 2x'S @ 24" O.C. WITH A

SINGLE TP/BP. WOOD STUDS ARE TO BE USED AT ALL WALLS THAT

KITCHEN WALL CABINETRY IS ATTACHED TO.

9. IT IS ALWAYS OUR INTENT TO PLACE THE COMPRESSOR IN A

DISCRETE LOCATION, HOWEVER SOMETIMES THE BUILDING

CODE FORCES IT TO BE PLACE AT THE REAR OR NEAR A WINDOW.

10. ALL PANTRY AND LINEN CLOSETS: (4) WIRE SHELVES. ALL BEDROOM

AND COAT CLOSETS: 12" ROD AND SHELF. TOILET PAPER HOLDERS: CL

AT 24" AFF. TOWER BARS: MOUNT AT 54" AFF.

11. PROVIDE LOUVERED DOOR(S) WHEN A/C DOES NOT HAVE A DUCTED

RETURN. STANDS TO BE WRAPPED WITH DUCT BOARD WHEN A DUCTED

RETURN IS REQUIRED.

12. FIRE BLOCKING TO COMPLY WITH FBC SECTION 718.2, FBC R602.8

13. ALL FRAMING IN CONTACT WITH THE SLAB TO BE TREATED WITH

BORATE TERMITE PROTECTION.

m =1500 pci.

GENERAL MASONRY NOTES

f'

LATEST EDITION AND ACI-531-79

4. REINFORCE WALLS CONFORMING TO SSTD-93 AND AS

2. CONCRETE BLOCKS TO CONFORM TO ASTM-C90 WITH

1. MASONRY CONSTRUCTION SHALL CONFORM TO SBCCI-91

SHOWN ON PLAN AND SECTIONS USING VERT. #5 IN

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

f'c

CONFORMING TO ASTM A-615

WITH GROUT FILL =2500psi. MIN.

5. WHERE SHOWN ON PLAN,CONC. BLOCK TO BE FILLED

GROUTED CELLS WITH PROPER DWLS AND CORNER BARS

(NON-ROOFED PATIOS EXCLUDED)

5.

4.

3.

1.

2.

TO ACHIEVE MIN COVERAGES.

MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS AND 1 1/2"

IN BOND BEAMS. HOOKS MAY BE ROTATED HORIZONALLY IF REQUIRED

THAN (6) BAR DIAMETERS.

BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT TO BE LESS

FIELD BENDS ARE TO BE DONE COLD AND THE DIAMETER OF THE

ALL 90° HOOKS ARE TO BE EXTENDED 9" MIN BEYOND THE TURN.

OF NOT LESS THAN 3000 PSI.

CONCRETE SHALL HAVE A MIN SPECIFIED COMPRESSIVE STRENGTH

CONCRETE SLAB TO CONTAIN SYNTHETIC FIBER REINFORCEMENT.

FILL, AND 6 MIL POLYETHYLENE VAPOR BARRIER.

CONCRETE TO BE MIN 3 1/2" THICK OVER CLEAN, COMPACTED

GENERAL FOUNDATION NOTES:

STANDARD CMU BOND BEAM SINGLE COURSE KNOCK-OUT LINTEL BLOCKS WITH 1-#5 CONTINUOUS

STANDARD 16" OAH PRECAST LINTEL WITH 1-COURSE OF KNOCK-OUT BLOCK WITH 1-#5 EACH COURSE

#5 STRAIGHT STIRRUPS WHEN SPECIFIED SEE NOTES

STANDARD 20" OAH CMU LINTEL WITH 1-PRECAST LINTEL & 2-COURSES OF CMU, CENTER COURSE 1/2 HIGH REGULAR

TOP COURSE TO BE KNOCK-OUT LINTEL WITH 1-#5 REBAR TYPICAL AT GARAGE STEP DOWNS

RECESSED LINTEL AT DOOR OPENINGS

ALL LINTELS ARE CAST CRETE OR EQUAL FLORIDA PRODUCT APPROVAL # FL158-R5 DATED APRIL 16, 2017

ALL LINTELS/BOND BEAMS TO BE GROUTED SOLID WITH 3000 PSI CONCRETE

B1

B2

B3

BOND BEAM LINTEL SCHEDULE

PROJECT NOTES: J & C GIBBONS RESIDENCE

1. CITY WATER AND SEWER.

2. (2) GARAGE DOOR OPENERS WITH REMOTES.

3. PULL DOWN ATTIC ACCESS STAIRS AT GARAGE. (250 LB RATED)

4. ALL: SMART, HOME OF THE YEAR, AND ECO STAR PACKAGE FEATURES.

5. 2'-0" GARAGE EXTENSION TO FRONT.

6. REAR COVERED PATIO EXTENDED TO EDGE OF HOME (+144 S.F.).

7. SINGLE 32" 1 LITE FR DOOR W/ INTERNAL MINI'S ILO BR 3 WINDOW.

8. 35 WINDOW IN DINING IN LIEU OF SLIDING GLASS DOOR.

9. 4' x16" FIXED GLASS IN LIEU OF 35 WINDOW IN DINING ROOM.

10. 4' x16" FIXED GLASS IN MASTER SHOWER.

11. SINGLE DOOR TO MASTER BEDROOM IN LIEU OF DOUBLE DOOR.

12. REVISE HALL BATH WITH RECESSED SHOWER, FRAMELESS TEMP GLASS

SHOWER WALL/ 30" DOOR, RELOCATED TOILET, EXTENDED VANITY. SEE

PLAN.

13. IMAGINATION ROOM REDUCED IN SIZE FROM 10'x14' TO 9'x13'.

14. ADDITIONAL HOSE BIBB. 3 TOTAL HOSE BIBBS, SEE PLAN

15. PRE-HUNG DOOR AT MASTER WIC ILO BI-FOLD DOOR.

16. UPGRADED FRONT DOOR TO PAIR OF 2668.

17. 2" WHITE BLIND PACKAGE THROUGHOUT, EXCLUDING FIXED GLASS.

18. BLACK APPLIANCE PACKAGE.

19. WIRE SHELF IN UTILITY. INSTALLED ON SIDE WALL.

20. INSULATE NOTED INTERIOR WALLS WITH R-13 BATT.

21. OWNER TO PROVIDE HALL BATH VANITY AND SINK.

22. GARBAGE DISPOSAL.

23. BRUSHED NICKEL FINISH, LEVER TYPE INTERIOR DOOR HANDLES.

24. BRUSHED NICKEL FINISHED BATH FAUCETS, TP HOLDERS, AND TOWEL

BARS.

25. UPGRADED KITCHEN CABINETS WITH STAGGERED UPPERS WITH

CROWN AND UPGRADED HARDWARE (154SS), REMOVE DESK IN

CABINETS AT KITCHEN AREA.

26. MASTER BATH VANITY RAISED TO 36" AFF WITH QUARTZ

TOPS AND UNDER-MOUNT SINKS.

27. POCKET DOOR GOING INTO SECONDARY BEDROOM WING.

28. REVISE STOP AND DROP AREA, CONVERT TO CLOSET. SEE PLANS.

29. IN-SWING GARAGE DOOR TO HOUSE IN LIEU OF OUT-SWING.

30. EXTEND TWO FAMILY ROOM WALLS, SEE PLAN.

31. FREE SLIDE SHELVING AT CLOTHES CLOSETS.

IN

SU

LA

TE

(R

13

) T

HIS

W

AL

LIN

SU

LA

TE

(R

13

) T

HIS

W

AL

L

DO

UB

LE

S

IN

K

WIT

H D

IS

PO

SA

L

ULTIMATE DESIGN WIND SPEED: 160 MPH

NOMINAL DESIGN WIND SPEED: 124 MPH

WIND IMPORTANCE FACTOR: I ASCE

RISK CATEGORY: II

WIND EXPOSURE: C

CONSTRUCTION TYPE: V-B

INTERNAL PRESSURE COEFFICIENT: 0.18

COMPONENTS & CLADDING WIND SPEED

PER 10 S.F. (U.N.O.): +25.2psf / -33.7psf

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE

WITH THE FLORIDA BUILDING CODE 2017, RESIDENTIAL 6th

EDITION. THE DESIGN CRITERIA ARE AS FOLLOWS:

DESIGN STATEMENT:

MAXIMUM DESIGN PRESSURES

MWFRS HORIZONTAL/WALLS (+21,-22)

ZONE 1-ROOF (+20,-31)

ZONE 2-ROOF (+20,-54)

ZONE 3-ROOF (+20,-79)

ZONE 2-ROOF OVERHANG (+29,-63)

ZONE 3-ROOF OVERHANG (+29,-106)

WINDLOADS BELOW TO BE USED FOR OPENINGS

ZONE 4-WALL FIELD (+34,-37)

ZONE 5-WALL CORNERS (+34,-45) WITHIN

5 FEET OF CORNERS.

OVERHEAD DOOR (+28.2,-31.4)

THE DESIGN INDICATED ON CONSTRUCTION DOCUMENTS

DOES, TO THE BEST OF MY INFORMATION AND BELIEF,

COMPLY WITH ALL APPLICABLE BUILDING CODES.

RICK COPE P.E.

BUILDING DESIGNED AS AN ENCLOSED STRUCTURE.

PROTECTION OF OPENINGS REQUIRED BY BUILDER,

SEPARATE ATTACHMENT.

ROOFS (+10,-22), (-39 OVERHANGS)

HB

2668

2668

2868

2668

2668

2868 S

C

2868

3068

HB

PR

2668

2868 1 L

T F

R

HB

2868

2668

2868

2868 S

C

RE

F L

OC

AT

IO

N

DW

4"4

"4

"

2"

5'-6" 3'-6"

3 CAR

NEST WIFI THERMOSTAT.

NEST HELLO DOORBELL.

WIFI GARAGE DOOR OPENER.

2 LEVITON WIFI SWITCHES AT FR PORCH, KITCHEN.

GOOGLE MINI HUB.

SMART HOME PACKAGE FEATURES:

8' CEILING

ENTRY

KITCHEN ISLAND

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

DW

5'-0

"

2'-11"

(2) 2x8

HEADER

(2) 2x8

HEADER

BEARING WALL BEARING WALL BEARING WALL

BEARING WALL

BE

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04/13/2020 11:44 am IP:[10.10.250.10]

COPC APPROVED: 4/13/2020, PERMIT #: 2020031262

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L 32763 (386)960-7720

IN ALL CASES, IT IS PERMISSIBLE TO USE USP, SIMPSON, OR

OTHER APPROVED EQUAL FOR ALL ENGINEERED CONNECTIONS

SHOWN- PROVIDED THEY MEET OR EXCEED THE VALUES NOTED IN

THESE DRAWINGS. NO FURTHER ENGINEERING APPROVAL IS

REQUIRED.

CONNECTOR MANUFACTURER NOTE:

ELECTRICAL PLAN

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

ALL 125V (15A & 20A) RECEPTACLES SHALL BE

ARC FAULT PROTECTED AND TAMPER RESISTANT

ALL 125V (15A & 20A) RECEPTACLES INSTALLED WITHIN 6'-0" OF

THE OUTSIDE EDGE OF A LAUNDRY SINK SHALL BE GFCI PROTECTED

ALL 120V 15A/20A BRANCH CIRCUITS SUPPLYING OUTLETS

INSTALLED IN THE DWELLING UNIT FAMILY ROOM, DINING

ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, BEDROOMS,

SUNROOM, RECREATION ROOM, CLOSETS, HALLWAYS OR

SIMILAR AREAS SHALL BE PROTECTED BY A COMBINATION-

TYPE ARC FAULT BREAKER

ELECTRICAL NOTE:

PER 6TH ED. FBC-R 2017 E4002.8

THE WEATHER PROOF COVER ON 15 & 20 AMP 125 OR 230

RECEPTACLES INSTALLED IN WET LOCATIONS SHALL HAVE

AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT

AN ATTACHMENT PLUG CAP IS INSERTED.

ELECTRICAL SCHEMATIC (NTS)

NOTE: ALL ELECTRICAL MATERIALS & INSTALLATIONS

SHALL COMPLY W/ APPLICABLE PROVISIONS OF 6TH ED.

FBC-R 2017, ELECTRICAL, CHAPTER 34 THRU 43, LOCAL

CODES & POWER CO.

27MAR2020

ROOF PLAN "A"

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

5/1

2

RIDGE

SOLAR FAN

6' OFF-RIDGE

VENT- 1 REQD

5/1

2

5/1

2

5/1

2

5/12

5/12

5/1

2

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5/12

5/12

5/12

4' OFF-RIDGE

VENT- 3 REQD

0'-0" FFE

-0'-8" FG

0'-0" FFE

-0'-8" FG

FRONT ELEVATION "A"

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

6'-8

" T

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APPROVED FINISH ROOFING

OVER 7/16" MINIMUM DECKING-

TYPICAL-

1'-0"

O.H.

TYP

5

12

8'-0" BRG8'-0" BRG

5

12

19'-0 1/4" BUILDING HEIGHT

5:12 PITCH

9"9"

5

12

9"

1'-8

"4

'-4

"1

'-0

"

24" SQ CMU BASE/ 16" DIA GROUT

FILLED CMU COLUMN TO 7'-0" AFF.

4" STRUCK BANDING-

TYPICAL

TEXTURED PORTLAND CEMENT FINISH.

TYPICAL EXTERIOR FINISH UNLESS

NOTED OTHERWISE-

LEFT SIDE ELEVATION

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

CEMENT FINISH-

TEXTURED PORTLAND

RIGHT SIDE ELEVATION

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

CEMENT FINISH-

TEXTURED PORTLAND

REAR ELEVATION

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

SOLAR FAN

CEMENT FINISH-

TEXTURED PORTLAND

GD OPENER

72" AFF

(MICRO)

CHIME

T-STAT

2'-0

"9

'-6

"

PREWIRE

ELEC

PANEL

GD OPENER

2'-0

"9

'-6

"

PREWIRE

ATTIC LT

P.C.

R

R

R

R

R

R

FAN/

LT

PREWIRE FOR

FAN

PREWIRE FOR

FAN

PREWIRE FOR

FAN

PREWIRE FOR

FAN

DB

EL

L

5'-8

"

9'-10"

9"

9"

9"

R

WP/

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GF

I

GF

I

GF

I

GF

I

WP/

GFI

WP/

GFI

GF

I

GFI

GFI

GFI

GFI

33

33

PREWIRE FOR

FAN

PREWIRE FOR

FAN

GF

I

GFI

ATTIC LT

P.C.

AC DISC

COND

6'-6

"

5'-8"

8'-6

"

7'-6"

1'-1

0 1

/2

"6

'-3

"1

'-1

0 1

/2

"

3'-9"

4'-0

"

6'-0

"

6'-6

"

5'-6"

4'-6"

5'-6"

6'-0

"

1'-6" 5'-4"

4'-7

"5

'-7

"

22

0

DR

YE

R

2'-0

"

3'-5"

GFI

GFI

GF

I

LED

LED

LED

LED

10

'-8

"

8'-0"

PREWIRE FOR

FAN

33

9'-9" 9'-9"

WP/

GFI

WP/

GFI

WP/

GFI

PRE-

P

PRE-

P

1'-0

"6

"5'-0

"6

"1

'-0

"

1'-0" 2'-0" 1'-0" 3'-0" 3'-0"

3'-6

"

33

DISP

FLOOR RECP

(VERIFY LOC)

FLOOR RECP

(VERIFY LOC)

5'-0

"9

'-0"

7'-4

"

11'-2"

8 1/2" 8 1/2"

WP/

GFI

KE

YL

ES

S F

IX

TU

RE

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S F

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TU

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8 1/2" 8 1/2"

220V

POOL

PUMP

PRE

220V

POOL

PUMP

HEATER

PRE

NOTES TO ELECTRICIAN:

ALL SHALL HAVE AFCI CIRCUITS & TAMPER PROOF RECP.

CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10'

SMOKE DETECTORS ARE TO BE IN EACH BEDROOM,

NOTES TO PLUMBER:

2.

OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED.

4.

COMMON AREA NEAR BEDROOMS, ON EACH STORY, CLOSE

1.

TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72.

USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.5.

ELECTRICAL DESIGN SHALL COMPLY WITH THE 20146.

NATIONAL ELECTRIC CODE WITH ANY APPLICABLE LOCAL

CODES, RULES & ORDINANCES.

ALL SMOKE DETECTORS & CARBON MONOXIDE3.

DETECTORS ARE TO BE HARD WIRED & INTERCONNECTED.

ELECTRICAL SYMBOL LEGEND

SWITCHED OUTLETSMOKE DETECTOR

DIRECT WIRE

220 V OUTLET

110 V OUTLET

3-WAY SWITCH

SWITCH

CEILING FAN

FLOODLIGHT

CLG MTD FXTR

EXAUST FAN

RECESSED CAN

PENDANT LIGHT

WALL MTD FXTR

CO2 DETECTOR

FLOOR OUTLET

WP GFCI OUTLET

GFCI OUTLET

SYMBOL DESCRIPTION

THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'

ALL EXHAUST FANS SHALL BE VENTED THROUGH ROOF.

DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR

EXHAUST VENT NOTE:

1.

2.

OF A/C CONDENSER).

PLUMBING SHALL COMPLY W/FBC 2017 PLUMBING CODE.

WATER HEATER SHALL HAVE PAN AS REQUIRED, AND

1.

2.

RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.

CLEANOUTS SHALL BE PROVIDED @ BASE OF STACK &3.

@ 4'-0" AFF IN LAUNDRY ROOMS.

WP

GFI

GFI

SYMBOL DESCRIPTION

ELECTRICAL FIXTURE NOTE:

FIXTURES SHOWN ARE FOR ILLUSTRATION ONLY.

THEY MAY BE SUBSTITUTED FOR PRE-WIRES ONLY

(AT BUILDERS DISCRETION).

ATTIC VENTILATION CALCULATIONS (FBC-R806)

AREA OF ATTIC:

ATTIC VENTILATION CALCULATIONS

NOTE TO ROOFER: VERIFY TOTAL AMOUNT OF VENTS REQUIRED TO ACHIEVE MINIMUM VENTING

REQUIREMENTS IN ACCORDANCE WITH CALCULATION ABOVE.

3,187 S.F.

- NET FREE VENTILATION AREA= 1/300

- REQUIRED VENTILATION AREA IN INCHES=

- REQUIRED VENTILATION AREA IN S.F.=

- MINIMUM REQUIRED VENTILATION, UPPER PORTION OF ATTIC:

(BALANCE (LOWER) TO BE PROVIDED IN SOFFIT VENTS)

-SOFFIT VENTILATION AREA= 1,529.84 X 59.2% = 905.66 S.I.

- TOTAL LINEAR FEET OF SOFFIT REQUIRED= 905.66 S.I. / 4 INCHES = 226.42 L.F.

- ONE (1) POWER VENT (201.6 SQ INCHES) =201.6 SQ INCHES (DOES NOT APPLY)

-OFF RIDGE VENTILATION AREA=

3,187 X 144 / 300 = 1,529.76 SQ INCHES

10.62 S.F.

1,529.76 X 40% = 611.90 SQ INCHES

NOTE: IT IS THE TOTAL LENGTH, IN LINEAR FEET, OF RIDGE VENT THAT IS CRITICAL IN MEETING VENTILATION

REQUIREMENTS. IN ALL CASES THE LOCATION OF THE RIDGE VENTS CAN VARY WITHOUT FURTHER

ENGINEERING APPROVAL, PROVIDED THE MINIMUM REQUIRED TOTAL LENGTH IS INSTALLED.

-SOFFIT VENTILATION AREA= 4 SQ INCHES PER LINEAR FOOT (NET FREE)

- TOTAL NUMBER OF 4' OFF RIDGE VENTS PROVIDED: 138 S.I. PER UNIT x 3 UNIT = 414 S.I.

- TOTAL NUMBER OF 6' OFF RIDGE VENTS PROVIDED: 210 S.I. PER UNIT x 1 UNIT = 210 S.I.

- TOTAL OFF RIDGE VENTING PROVIDED= 414 + 210 = 624 S.I.

(40.8% OF ALL REQ, 101.9% OF UPPER REQ)

- TOTAL UPPER VENTING PROVIDED= 624 S.I.

- TOTAL NUMBER OF 8' OFF RIDGE VENTS PROVIDED: 282 S.I. PER UNIT x 0 UNIT = 0 S.I.

LENGTH: FREE VENT:*

OFF RIDGE VENTING

CUT OUT SIZE

(*SQUARE INCHES)

4' 138 46" x 3"

6' 210 70" x 3"

8' 282 94" x 3"

10' 354 118" x 3"

1- 7 FAN PRE-WIRES, SEE PLAN.

2- 6 TV OUTLETS, SEE PLAN.

3- 1 PHONE JACK, SEE PLAN.

4- GARBAGE DISPOSAL WITH SWITCH.

5- (2) GARAGE DOOR OPENERS WITH REMOTES.

6- CARRIAGE LIGHTS, COMPLETE. COLOR: BLACK.

7- (2) FLOOR RECEPTACLES IN FAMILY ROOM. LOCATION

TBD WITH BUILDER AT ROUGH PLUMBING.

8- (2) FLOOD PRE-WIRES, SEPARATE SWITCH, SEE PLAN.

9- (4) SWITCHED LED IN IMAGINATION ROOM, SEE PLAN.

10- ALL FANS ARE TO HAVE 2 SWITCHES, 1 FAN, 1 LIGHT.

11- LIVING ROOM FAN PROVIDED BY OWNER.

12- POOL PRE-WIRE, SEE PLAN.

PROJECT ELECTRICAL NOTES: GIBBONS

TYPICAL ELEVATION DETAIL NOTES:

1. 1'-0" OVER HANG, AND 1'-0" RAKE UNLESS NOTED OTHERWISE.

2. PROVIDE TEXTURED CEMENT FINISH, PER ASTM C 926, OVER

EXTERIOR BLOCK WALL CONSTRUCTION, SEE CONSTRUCTION

DETAILS. NOTE THAT FINISHES CALLED "TEXTURED CEMENT" ARE 2

COAT TEXTURED CEMENT PER ASTM C 926/C1063 AND FBC R703.6

NOTE THAT FINISHES CALLED "STUCCO", ARE: 3 COAT STUCCO

FINISH OVER FRAME CONSTRUCTION. STUCCO FINISHES ARE TO

RECEIVE CONTROL JOINTS AT EVERY 144 SQUARE FEET. CONTROL

JOINTS TO COMPLY WITH FBC- R703.

3. PROVIDE R-19 MINIMUM INSULATION AT ROOF ATTIC/FLOORS WHERE

HABITABLE SPACE IS BELOW PER FBC-2017 ENERGY CONSERVATION

SECTION 303

4. ROOF SHINGLES OVER SELF ADHESIVE UNDERLAYMENT OVER

EXTERIOR ROOF SHEATHING- SEE CONSTRUCTION DETAILS.

5. ALL ROOF STRUCTURE MEMBERS, (INCLUDING: SOFFIT, FASCIA,

FLASHING, DRIP-EDGE, MOISTURE BARRIERS, SHINGLES, TILE, AND

METAL SHEATHING), SHALL BE INSTALLED IN COMPLIANCE WITH

FBC-R.

6. UNDERLAYMENT TO COMPLY WITH 1507.2.3 FBC, R905.2.3 FBC-R &

(TESTING PER ASTM D 226 TYPE II OR ASTM D 4869, TYPE IV OR ASTM

D 6757).

7. ASPHALT SHINGLES TO COMPLY WITH 1507.2.5 FBC, R905.2.4 FBC-R &

ASTM D 225 OR ASTM D 3462 ATTACHMENT SHALL CONFORM TO

ASTM D 3161 OR M-DC 107-95)

8. FLASHING TO COMPLY WITH FBC 1507.2.9, FBC R905.2.8.

9. DRIP EDGE TO COMPLY WITH FBC 1507.2.9.3, FBC R905.2.8.5.

10. ALL ROOF CRICKETS TO BE A MINIMUM OF A 3/12 PITCH.

11. NON-VENTED ATTIC TO COMPLY WITH R806.5 OF THE FBC-R, AIR

PERMEABILITY OF INSULATION PER ASTM 283.

HB

2668

2668

2868

2668

2668

2868 S

C

2868

3068

HB

PR

2668

2868 1 L

T F

R

HB

2868

2668

2868

2868 S

C

#4 BARE Cu GEG CONNECTED TO ETHER:

(2) 5/8" GROUND RODS (8' DEEP, 10' APART

OR #4 BARE Cu GEC BONDED TO FOOTING

STEEL & (1) SUPPLEMENTAL 5/8" GROUND

ROD 8' DEEP.

MAIN DISCONNECT:

150 OR 200 AMP

INTERSYSTEM BONDING TERMINAL

PER NEC2014 ARTICLE 250.94

PANEL

200A

150 OR

AC DIS-CONNECT

(AS REQD)

#14 Cu TO 120V/15A CKTS

#12 Cu TO 120V/20A CKTS

#8 Cu TO RANGE

#6 Cu TO CONDENSOR

150A: 2/0 AL SERVICE CABLE

200A: 4/0 AL SERVICE CABLE

OPTIONAL U.G. SERVICE

BY POWER CO

OPTIONAL O.H. SERVICE RISER

W/ TYPE XHHW CONDUCTORS

(SAME AS UG 150 OR 200A SVC)

OVERHEAD (O.H.) OR UNDERGROUND (U.G)

SCALE: NONE

PANEL RISER DIAGRAM: 150A OR 200A

METER

TOTAL : 240= 172.88 AMPS

WATER HEATER 4,500

DRYER 5,000

LAUNDRY CIRCUIT 1,500

DISHWASHER 1,200

1ST 10000 @100% 10,000

A/C CIRCUIT 9,600

REMAINDER @ 40% 15,391

TOTAL 41,491

SUBTOTAL 48,478

RANGE 8,000

2 APPLIANCE CIRCUITS 3,000

2026 S.F. X 3= 6,078

LOAD SUMMARY:

MICROWAVE 1,500

GFI GARAGE/WP 1,500

BATHS GFI 1,500

DISPOSAL 1,200

SERVICE TO BE 200 AMPS

POOL PUMP 1,500

HEAT 10KW@65% 6,500

POOL HEATER 50A 12,000

TRUSS PLAN/ CONNECTION CHART

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

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27MAR2020

IN ALL CASES, IT IS PERMISSIBLE TO USE USP, SIMPSON, OR

OTHER APPROVED EQUAL FOR ALL ENGINEERED CONNECTIONS

SHOWN- PROVIDED THEY MEET OR EXCEED THE VALUES NOTED IN

THESE DRAWINGS. NO FURTHER ENGINEERING APPROVAL IS

REQUIRED.

CONNECTOR MANUFACTURER NOTE:

GENERAL CONNECTION NOTE-

-BLOCK WALL TO TRUSS CONNECTIONS ARE TO BE (1) SIMPSON

HETA20 (OR EQUAL) EMBEDDED ANCHOR W (9) 10d NAILS

(1,810 LBS UPLIFT).

-ALL FRAME (HEADER) TO TRUSS CONNECTIONS ARE TO BE (1)

SIMPSON MTS12 (OR EQUAL) W (14) 10d NAILS (1,000 LBS UPLIFT).

-THESE CONNECTIONS ARE TO BE CONSIDERED TYPICAL UNLESS

NOTED OTHERWISE-

-UPLIFT VALUES, UNLESS NOTED, ARE EQUAL TO OR BELOW THE

RATED VALUES OF THE CONNECTORS NOTED ABOVE.

GENERAL CONNECTION NOTE:

GROUT FILLED CMU

COLUMN-TOP AT

8'-0" AFF-

(2)2x12 SYP HEADER- 2 PLACES AT ENTRY. TOP

OF HEADER AT 8'-0" AFF- USE MTS12 AT EACH

TRUSS/HEADER CONNECTION.

16" DIA GROUT FILLED CMU COLUMN TO 7'-0" AFF

ON 24" SQ CMU BASE. INSTALL (2) SIMPSON OR

EQUAL HETA20, EMBEDDED ANCHOR PER BEAM.

MODEL ROOF SYMBOLQTY IDUPLIFT

SIMPSON ROOF TRUSS CONNECTOR SCHEDULE

3600 A1555A HTU264

TRUSS TO BOND BEAM CONNECTION:

(1) HETA20 WITH (9) 10D NAILS (1,810 LBS UPLIFT)

TYPICAL UNLESS NOTED OTHERWISE-

BLOCKING NOT

SHOWN (FOR CLARITY)

STRAPS MAY BE INSTALLED

STRAIGHT OR WRAPPED OVER TRUSS

TYPICAL

TWO CONNECTOR

INSTALLATION

PROPER DOUBLE EMBEDDED TRUSS ANCHOR

TO BOND BEAM CONNECTION DETAIL:

TYPICAL UNLESS NOTED OTHERWISE-

INSTALL HALF OF

FASTENERS @ EACH

END OF STRAP

TRUSS TO WOOD BEAM CONNECTION:

(1) MTS12 WITH (14) 10d NAILS (1,000 LBS UPLIFT)

TYPICAL UNLESS NOTED OTHERWISE-

PRE-ENGINEERED LINTEL-

3 PLACES AT PATIO.

USE SIMPSON HETA20

EMBEDDED TRUSS ANCHOR

FOR ALL TRUSS/LINTEL

CONNECTIONS.

ENTRY COLUMN STRAPPING DETAIL

NOT TO SCALE

SIMPSON (OR EQUAL) MTS12

AT EACH TRUSS/ WOOD BEAM-

REMAINDER OF PORCH TRUSSES

NOT SHOWN FOR CLARITY

FOUNDATION

CONCRETE BLOCK COLUMN W/1#5

REBAR IN FULLY GROUTED CELLS

(2) SIMPSON (OR EQUAL) HETA20

EMBEDDED ANCHOR AT BEAM/ COLUMN-

CONCRETE BLOCK WALL

PRE-ENGINEERED

ROOF TRUSSES

WOOD BEAM (SEE FLOOR PLAN).

SIMPSON (OR EQUAL) HUS28-2

(1335 LBS UPLIFT)

WOOD BEAM TO BOND BEAM CONNECTION:

(1) HUS28-2 WITH (9) 10D NAILS (1,355 LBS UPLIFT)

TYPICAL UNLESS NOTED OTHERWISE-

NON-BEVELED BOTTOM CHORD,

TYPICAL IN ALL CASES.

ATTACH VALLEY TRUSSES TO BASE

TRUSSES W SIMPSON (OR EQUAL)

MTS12, TWISTED STRAP W/(10)10d

NAILS (1,000 LBS UPLIFT). TYPICAL

ONE STRAP AT EACH VALLEY

TRUSS/ BASE TRUSS CONNECTION.

TYPICAL VALLEY TRUSS-

NOTE: TRUSSES ARE DESIGNED

TO SET ON SHEATHING-

VALLEY TRUSS TO BASE TRUSS CONNECTION DETAIL

SCALE: NONE

PROFILE VIEW

TYPICAL BASE TRUSS

INSTALL (1) SIMPSON HUS28-2

AT EACH HEADER RETURN-

(1335 LBS UPLIFT)-

TRUSS ERECTION NOTE:

THIS CONNECTION CHART SPECIFICALLY DENOTES ALL STRUCTURAL

CONNECTIONS.

NOTE THAT PORTIONS OF TRUSS MANUFACTURERS DATA MAY

HAVE BEEN REMOVED FOR CLARITY. TRUSS MANUFACTURERS

ERECTION DATA MUST BE CROSS REFERENCED WHEN ERECTING

TRUSSES.

CO

NS

TR

UC

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2405 E

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Oran

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ity, F

L 32763 (386)960-7720

27MAR2020

12

SEE

ELEV.

ELEVATION 0'-0"

SEE ELEVATION

TRUSS BEARING

C.M.U. BLOCK WALL @ HIP

SCALE: NONE

ELEVATION 0'-0"

SEE ELEVATION

TRUSS BEARING

C.M.U. BLOCK WALL @ GABLE

SCALE: NONE

ROOF FRAMING DETAIL W/ SHINGLES

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

SEE

ELEV.

12

SEE ELEVATION

TRUSS BEARING

ROOF VALLEY FLASHING DETAIL

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

4) 5x5 FLASHING

5) 4" PEEL & SEAL

OVERLAP 5X5

FLASHING (2" MIN.

OVERLAP)

1) HOUSE WRAP

2) APPLY ROOFING

TAR IN CORNER

3) ROOFING UNDERLAYMENT

WITH 6" OVERLAP, EXTEND

4" UP VERTICAL WALL

7) COMPOSITION

SHINGLES

6) KICK-OUT FLASHING

MECHANICALLY

FASTENED TO WALL

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

ROOF FLASHING DETAIL

HEADER

JAMB

SILL

3-STEP PRECAST SILL DETAIL

SCALE: 1 1/2"=1'-0"

WINDOW DETAILS

PROCEDURE TO FOLLOW FOR MASONRY WINDOW OPENINGS:

1. THE ROUGH MASONRY OPENINGS OUTSIDE (8" MIN.) AND INSIDE JAMB, HDR, AND SILL

SHALL BE PAINTED w/SEALER, THEN THE PRESSURE TREATED WOOD BUCKS SHALL BE

INSTALLED AND PAINTED w/SEALER.

2. NEW FLANGED WINDOW SHALL BE INSTALLED AND ATTACHED VIA MASONRY SCREWS

AS PER THE MANUFACTURERS SPECS. BUCK CAULKED TO BLOCK

3. WINDOW FRAME(S) SHALL HAVE POLYURETHANE CAULK INSIDE AND OUTSIDE TO

PREVENT THE INTRUSION OF WATER

PATIO SLAB

BRICK MOULD

5 1/2" SLAB

RECESS

3/4"

DRYWALL

RETURN

BASE BOARD

OUTSWING DOOR

OUTSWING

DOOR SILL

TEXTURED CEMENT

(BEYOND) JAMB

3/16 DIA. TAPCON

SPACED PER DOOR

MANUFACTURER

SILL SEALANT

(EXTEND 18" UP

DOOR JAM @

EA. SIDE)

SCALE: 1 1/2"=1'-0"

RECESS SLAB AT DOORS

1 1/2" S

LA

B

RE

CE

SS

PATIO SLAB

FINISH

FLOOR

SLIDING

PANELS

ALUMINUM

THRESHOLD/TRACK

POLYURETHANE

SEALANT

(CONTINUOUS BEAD

EXTEND 18" UP DOOR

JAM @ EA. SIDE)

6" M

IN

.

8"

6" M

IN

.

8"

SIMILIAR SIMILIAR

R-38 INSULATION

OVER CONDITIONED AREA(S)-

1/2" GYPSUM WALL BOARD

8" CONCRETE MASONRY

UNIT WALL-

1/2" GYPSUM CEILING BOARD-

PRE-ENGINEERED WOOD

TRUSSES- TYPICAL

VINYL OR ALUMINUM

SOFFIT- TYPICAL

METAL DRIP EDGE

ON ALUMINUM FASCIA

OVER 2x SUB FASCIA-

SQUARE OR PLUM CUT.

APPROVED SHINGLES OVER APPROVED

UNDERLAYMENT, OVER 7/16" MIN

OSB (OR GREATER) SHEATHING-

TEXTURED CEMENT FINISH

OVER C.M.U. WALL- TYPICAL

UNLESS NOTED OTHERWISE-

OFF RIDGE VENT

VENTILATION SLOT

PER MANUFACTURER-

VINYL OR ALUMINUM

SOFFIT- TYPICAL

METAL DRIP EDGE

ON ALUMINUM FASCIA

OVER 2x SUB FASCIA-

SQUARE OR PLUM CUT.

SIMPSON OR USP EQUAL HETA20

EMBEDDED TRUSS ANCHOR (1,810

LBS UPLIFT) DOUBLE AT CARRIER

TRUSSES, ETC-

TEXTURED CEMENT FINISH

OVER C.M.U. WALL- TYPICAL

UNLESS NOTED OTHERWISE-

R-38 MINIMUM INSULATION

OVER CONDITIONED AREA(S)-

1/2" GYPSUM WALL BOARD

8" CONCRETE MASONRY

UNIT WALL-

1/2" GYPSUM CEILING BOARD-

PRE-ENGINEERED WOOD

TRUSSES- TYPICAL

APPROVED SHINGLES OVER APPROVED

UNDERLAYMENT, OVER 7/16" MIN OSB

(OR GREATER) SHEATHING-

VINYL OR ALUMINUM

SOFFIT- TYPICAL

PRE-ENGINEERED ROOF

TRUSSES AT 24" O.C. MAX

ROOF FINISH MATERIAL

OSB OR EQUAL ROOF

SHEATHING-

PLUMB CUT

2x SUB-FASCIA

(SQUARE CUT)

ALUMINUM FASCIA

METAL DRIP EDGE

SEE WINDOW DETAIL FOR

ADDITIONAL INFORMATION-

WINDOW UNIT, INSTALL PER

MANUFACTURER'S SPECIFICATIONS-

OPENING PROTECTION TO MEET

SECTION R301.2.1.2 (TYPICAL)

PRECAST CONCRETE

WINDOW SILL (DOUBLE STEP)

PRECAST LINTEL-

8" BOND BEAM-

TYPICAL

TEXTURED CEMENT FINISH

OVER C.M.U. WALL- TYPICAL

UNLESS NOTED OTHERWISE-

1/2" GYPSUM WALL BOARD

8" CONCRETE MASONRY

UNIT WALL-

PRECAST CONCRETE

WINDOW SILL (DOUBLE STEP)

WINDOW UNIT, INSTALL PER

MANUFACTURER'S SPECIFICATIONS-

OPENING PROTECTION TO MEET

SECTION R301.2.1.2 (TYPICAL)

VINYL OR ALUMINUM

SOFFIT- TYPICAL

APPROVED ROOFING OVER APPROVED

UNDERLAYMENT, OVER 7/16" MIN

OSB (OR GREATER) SHEATHING-

METAL DRIP EDGE

ON ALUMINUM FASCIA

OVER 2x SUB FASCIA-

SQUARE OR PLUM CUT.

R-38 INSULATION

OVER CONDITIONED AREA(S)-

1/2" GYPSUM CEILING BOARD-

PRE-ENGINEERED WOOD

TRUSSES- TYPICAL

PRECAST LINTEL-

8" BOND BEAM-

TYPICALMEMBRANE STRIP OVER FRAME/

MASONRY INTERSECTION UNDER

WEEP FLASHING-

PRE-ENGINEERED DROP GABLE

TRUSS W/ STUCCO FINISH OVER

METAL LATHE OVER APPROVED

VAPOR BARRIER PER

MANUFACTURER OVER 7/16" MIN

EXTERIOR SHEATHING-

1/2" GYPSUM WALL BOARD

1x PT NAILER

WINDOW UNIT, INSTALL PER

MANUFACTURER'S SPECIFICATIONS-

OPENING PROTECTION TO MEET

SECTION R301.2.1.2 (TYPICAL)

1x PT NAILER

1/2" GYPSUM WALL BOARD

EXTERIOR CMU WALL

WITH FILLED CELLS

PER FLOOR PLAN

CEMENTITUOUS FINISH-

SEE ELEVATIONS FOR

WINDOW BANDING SIZES

ANS SHAPES- TYPICAL

SEE FOUNDATION PLAN FOR

SLAB, FOOTER, AND REBAR

LOCATIONS AND SIZES-

SEE FOUNDATION PLAN FOR

SLAB, FOOTER, AND REBAR

LOCATIONS AND SIZES-

8" CONCRETE MASONRY

UNIT WALL-

CEMENTITUOUS FINISH-

SEE ELEVATIONS FOR

WINDOW BANDING SIZES

ANS SHAPES- TYPICAL

POSITIVE SLOPE FOR DRAIN

SEALANT

3 STEP PRECAST SILL

1"PT WOOD SHIM- T NAIL TO

CMU AT 6" MIN FROM CORNERS

AND 8" MAX O.C. IN AN OFFSET

PATTERN. INSTALL CAULK BETWEEN

SHIM AND BLOCK-

1/2" GYPSUM WALL BOARD

1x PT NAILER

WOOD OR MARBLE SILL

CAULK BETWEEN

SHIM AND BLOCK-

CAULK BETWEEN

SHIM AND WINDOW

FLANGE-

NO SILL FASTENERS-

VERIFY WITH FLORIDA

PRODUCT APPROVAL-

CAULK -

CAULK BETWEEN

SHIM AND BLOCK-

CAULK BETWEEN

SHIM AND WINDOW

FLANGE-

TYPICAL EXTERIOR

8" CONCRETE MASONRY

UNIT WALL-

PRECAST CONCRETE

LINTEL PER FLORIDA

PRODUCT APPROVAL-

CEMENTITUOUS FINISH-

SEE ELEVATIONS FOR

WINDOW BANDING SIZES

ANS SHAPES- TYPICAL

7/16" MIN OSB (OR GREATER)

SHEATHING-

APPROVED

UNDERLAYMENT

ROOFING FELT IS TO EXTEND

AS FAR AS FINISH ROOF-

TYPICAL AT ALL VALLEYS-

USE MINIMUM NAILS

TO HOLD FELT AT

VALLEY IN PLACE-

MINIMUM OVERLAP AT SEAM

(VALLEY) IS TO BE 6"

DRIP EDGE- (FELT

IS TO EXTEND BEYOND)-

VALLEYS WILL BE

INSTALLED PER SECTION

R905.2.8.2 OF THE FLORIDA

BUILDING CODE

#30 MIN FELT AT VALLEYSOLID SHEATHING AT EAVE

IN ALL CASES, IT IS PERMISSIBLE TO USE USP, SIMPSON, OR

OTHER APPROVED EQUAL FOR ALL ENGINEERED CONNECTIONS

SHOWN- PROVIDED THEY MEET OR EXCEED THE VALUES NOTED IN

THESE DRAWINGS. NO FURTHER ENGINEERING APPROVAL IS

REQUIRED.

CONNECTOR MANUFACTURER NOTE:

SIMPSON OR USP EQUAL HETA20

EMBEDDED TRUSS ANCHOR (1,810

LBS UPLIFT) DOUBLE AT CARRIER

TRUSSES, ETC-

NON-BEARING WALL SECTION

1/2"=1'-0"

16d NAILS TO

TRUSSES/ JOIST

2x TOP PLATE

2x #2 STUDS AT 24"

O.C. (TO 12' MAX HT)

1/2" DRYWALL (16" O.C.)

5/8" DRYWALL (24" O.C.)

OR GYPSUM BOARD

CERTIFIED FOR

24" O.C. STUDS.

2x PT PLATE

"T" NAIL TO SLAB

AS REQUIRED-

BASE BOARD

1/2"=1"-0"

TYPICAL COLUMN/ HEADER SECTION

2"x4" STUDS@24" O.C. MAX(TO 8'-0")

2"x4" STUDS@16" O.C. MAX (TO 10'-0"

2"x4" STUDS@12" O.C. MAX (TO 12'-0")

INTERIOR BEARING WALL SECTION

1/2"=1'-0"

16d NAILS TO

TRUSSES/ JOIST OR

MTS12, TWIST STRAP

DOUBLE 2x

TOP PLATE

2x SP OR SYP STUDS

GYPSUM WALLBOARD

2x PT PLATE

1/2"x7" EMBEDMENT

ANCHOR BOLTS AT

32" O.C. MAX

BASE BOARD

SP4-8 "STUD STRAPS", TOP

AND BOTTOM OF EACH

STUD- (570 LBS UPLIFT ) OR

ATR SYSTEM AT 48" O.C.

NOTE:

ALTERNATE CONNECTORS

1/2" ATR SYSTEM @ 48"O.C.

SP4-8 "STUD STRAPS", TOP

AND BOTTOM OF EACH

STUD- (570 LBS UPLIFT ) OR

ATR SYSTEM AT 48" O.C.

*20"

*10"

*FOOTING SIZES MAY VARY.

CHECK FOUNDATION PLAN.

*10"

*20"

INTERIOR WALL SECTIONS

SCALE: 1/2"=1'-0"

TYPICAL CMU COLUMN W HEADER ASSEMBLY

SCALE: 1/2"=1'-0"

FOR FOOTING/ REBAR SIZES

SEE FOUNDATION PLAN

FULLY GROUTED BLOCK COLUMN

W/ (1) #5 REBAR CONTINUOUS

(25" MIN OVERLAP).

PRE-ENGINEERED WOOD

TRUSSES- TYPICAL

INSTALL (2) SIMPSON (OR EQUAL)

HETA20 EMBEDDED TRUSS

ANCHORS- (3,620 LBS UPLIFT)

UNLESS NOTED OTHERWISE

INSTALL 1 SIMPSON (OR EQUAL)

MTS12 W/(14) 10d NAILS-

(1,000 LBS UPLIFT)

UNLESS NOTED OTHERWISE-

(2) 2x12 SYP HEADER UNLESS

NOTED OTHERWISE-

REST WOOD BEAM ON VAPOR

BARRIER AT CONCRETE COLUMN.

SLIDING GLASS DOOR

1'-8"

1'-8"

1'-0"

PC LINTEL

A

SCALE: 1/2" = 1'-0"

7' HIGH GARAGE GOAL POST DETAIL

1'-8"

7'-0"

1'-0"

1/2" DIAMETER ANCHOR

BOLT- TYPICAL 9

PLACES AS SHOWN-

PT 2x6 FASTENED TO ANCHOR BOLTS

W/2" WASHERS AND 1/2" NUT-

SEE FOUNDATION PLAN FOR

SLAB, FOOTER, AND REBAR

LOCATIONS AND SIZES-

PRECAST LINTEL OVER

OHGD W/(1) #5 REBAR

CONTINUOUS- FILL SOLID

(1)#5 CONTINUOUS

IN U (BOND) BEAM-

#5 DOWEL W/25"

MINIMUM OVERLAP-

SCALE: NONE

OFF-RIDGE VENT PLACEMENT

TYPICAL 2-STRAPS PER TRUSS USED TO

PROVIDE MOST ECONOMICAL CONNECTION

2-STRAPS ARE TO BE USED WHERE THERE IS

NOT ENOUGH SURFACE AREA OF LUMBER TO

ALLOW FOR THE REQUIRED NUMBER OF NAILS

THIS VARIES FROM TRUSS TO TRUSS THE

CRITICAL FACTOR IS THE NUMBER OF NAILS

STRAPS SHOULD BE PLACED DIAGONALLY

ACROSS GROUTED CELLS

SUB-FASCIA

TYPICAL TRUSS

STRAP POSITION IN

GROUTED CELL

STRAP BENT OVER

TRUSS AND NAILED TO

OPPOSITE SIDE

PLAN VIEW OF TYPICAL 2-STRAPS AT TRUSS nts

STRAP POSITION IN

GROUTED CELL

STRAP BENT OVER

TRUSS AND NAILED TO

OPPOSITE SIDE

GROUTED CELL

NO NAIL SHOULD BE CLOSER THAN 3/4" OF

EDGE, NO NAILS IN END GRAIN, NO NAILS IN

SPACE BETWEEN MEMBERS.

ALL STRAPS MUST BE BENT OVER TOP OF

TRUSS AND A MINIMUM OF 1-NAIL ON BENT

OVER SIDE

ALL STRAP INFORMATION BELOW

AND AT HIGH LATERAL LOADING

TYPICAL 2-STRAPS AT TRUSS DETAIL- NTS

*USED AT CARRIER (GIRDER) TRUSSES, HIGH UPLIFT AREA(S), ETC-

-BOLTS OR RODS MAY BE ATTACHED WITH EPOXY ADHESIVE-MINIMUM 7" EMBEDMENT

ALL THREAD RODS MAY BE USED AS AN ALTERNATE FOR FRAME CONSTRUCTION

ABOVE INDIVIDUAL CONNECTORS NOT REQUIRED WITH ATR OPTION

EXCEPT AT OPENINGS EXCEEDING ATR SPACING

USE 2" WASHERS & NUTS WITH ATR'S AT ALL FLOOR PLATES, AND TOP PLATES

-MINIMUM 1/2" X7" EMB. ANCHOR BOLTS @ 32"O.C. UNLESS SPECIFIED OTHERWISE

OF ALL JACKS (CRIPPLES) UNLESS ANOTHER STRAP IS SPECIFIED, ATTACH WITH 6-10d EACH STRAP.

-USE SIMPSON (OR EQ) LSTA24 WITH 18-10d NAILS DIAGONALLY ACROSS ENDS OF HEADERS FROM TOP PLATES TO POSTS AT EACH END.

-MULTIPLE STUDS OR STUD/JACK COMBINATIONS ARE CONSIDERED POSTS; NAIL POSTS TOGETHER USING 16d NAILS AT 6"O.C.

-ALL FRAME BEARING WALLS REQUIRE HORIZONTAL BRACING (KATS).

TYPICAL CONNECTORS AT FRAME BEARING WALLS

-USE SIMPSON (OR EQUAL) SP4 OR SP6 (STUD STRAPS) TOP AND BOTTOM OF EVERY FULL STUD (2x4 AT 16" O.C.) AND BOTTOM

6" RAKE

6 TYP

12

OFF-RIDGE VENTOFF-RIDGE VENTOFF-RIDGE VENTOFF-RIDGE VENTOFF-RIDGE VENT

GABLE

HIP

2'-0" 4'-0" MIN. 4'-0" MIN. 4'-0" MIN. 4'-0" MIN. 2'-0"

2

'

-

0

"

RECOMMENDED OFF-RIDGE VENT

PLACEMENT GUIDELINES

WINDOW AND DOOR BUCK INSTALLATION FOR MASONRY

MASONRY TAP-CONS PAF'S PDN'S WOOD SCREWS

ROUGH OPENING: BUCK TO HEAD AND JAMB: WINDOW TO BUCK:

UP TO 8'-0"

8'-1" TO 10'-0"

10'-1" TO 12'-0"

12'-1" AND LARGER

3

16

" AT 16" O.C.

3

16

" AT 12" O.C.

3

16

" AT 8" O.C.

SEE DETAIL

.145 AT 8" O.C.

.145 AT 6" O.C.

.145 AT 4" O.C.

SEE DETAIL

.120 AT 6" O.C.

.120 AT 6" O.C.

.120 AT 4" O.C.

SEE DETAIL

.#8 AT 12" O.C.

.#8 AT 8" O.C.

.#8 AT 4" O.C.

SEE DETAIL

LEGEND

PAF = POWDER ACTUATED FASTENER

PDN = POWDER DRIVEN NAIL.

NOTES:

1. MAINTAIN 3" EDGE CLEARANCE FOR PAF'S.

2. PAF'S ARE TO BE EMBEDDED 1.25" MIN INTO CMU OR CONCRETE.

3. TAP=CON'S ARE TO BE EMBEDDED 1.50" INTO CMU OR CONCRETE.

4. LARGER MASONRY OR WOOD SCREWS MAY BE SUBSTITUTED WITHOUT

ENGINEERING APPROVAL.

NOTE: IF DOOR OR WINDOW BUCK IS LESS THAN 1

1

2

", THE DOOR AND WINDOW MUST

BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE.

NOTE: WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURERS

SPECIFICATIONS. SEE FLORIDA PRODUCT APPROVAL (SUBMITTED SEPARATELY).

CMU HEAD/JAMB-

(FILLED SOLID)

FASTENER PER

SCHEDULE-

1x PT BUCK

NOTE: SEAL ALL WITH FOAM

SHEATHING 160 mph (Vult) Wind

EDGE STRIP REQUIRES NAILS @ 4"O.C. WITHIN ENTIRE ZONE SEE DETAIL

NAILING PATTERN FBC SIXTH EDITION FBC (2017) DETAIL

NTS

Building 2017 / CHAPTER 16 STRUCTURAL DESIGN / SECTION 1609.1.1 WIND LOADS

ASCE 7-10 TABLE 27.6-2 & ASCE 7-10 FIGURE 30.4-2B CHAPTERS 26 & 30.

EDGE STRIPS AND END ZONES.

THE WIDTH OF THE EDGE STRIP (A), AS SHOWN IN FIGURE ABOVE, SHALL BE 10 PERCENT OF THE

LEAST HORIZONTAL DIMENSION OR 40 PERCENT OF THE EAVE HEIGHT, WHICHEVER IS LESS BUT NOT LESS

THAN EITHER 4 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET (914 MM). END ZONES AS

SHOWN IN FIGURE ABOVE SHALL BE TWICE THE WIDTH OF EDGE STRIP (A)

NAIL PATTERN

1

3 2

2 1

3 3 2

22

3

2

H

2

3

2

2

1

2

2

2

1

1

2

3

A

A 23

3

233 3

3

2

2

2

2

2

1

A

3

A

1 2

APPROVAL OR, USE 5/8" STRUCTURAL CDX SHT'G NAIL ALL @ 6"O.C. EDGES & FIELD WITH 8d RING-SHANK NAILS.

NAIL TO MEET THE FOLLOWING SPECIFICATIONS:

0.113" SHANK DIAMETER RINGS 0.012 GREATER DIAMETER THAN SHANK

16-20 RINGS PER INCH 0.280" FULL ROUND HEADS

LENGTH 2" MINIMUM

Underlayment Must Meet ASTM D226 TYPE 1 or TYPE 2

ASTM D4869 TYPE 1 OR TYPE 2

ASTM D6757

ASPHALT SHINGLES MUST MEET ASTM 3161 CLASS 'G' UNDER 150 MPH, CLASS 'F OR CLASS 'H' OVER 150 MPH',

DRIP EDGE TO BE MECHANICALLY FASTENED @ 6"O.C. MAX ABOVE 110 MPH OR 33 FEET 4"O.C. MAX

SELF-ADHERING ASTM D1670

MAY USE 1/2" CDX OR 7/16" OSB WITH ASPHALT SHINGLES, WITH TILE OR METAL ROOFING, SEE PRODUCT

A A A

A

A

AA

ASTM 7158 CLASS 'H', OR TAS 107

4'x1' #5 REBAR HOOK AS

SHOWN. MINIMUM 3"

CONCRETE COVERAGE

4'x1' #5 REBAR HOOK AS

SHOWN. MINIMUM 3"

CONCRETE COVERAGE