11'-0" TRAY CEILING

11'-0" TRAY CEILING

OVERHANG

BY

BUILDER

AHU

RECESS

11'-0"TRAY

CEILIN

G

EXPOSED TO WIND

10'-8" FLAT CEILINGEXPOSED TO WIND

U:1309

BEARIN

GWALL

A11

A10

A9

A8

A7

A6

A5

A4

A3

HJ7A HJ7

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

B2

HJ7 HJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5B

B1

HJ7H

CJ1

CJ3H

CJ5H

EJ7H

CJ1

CJ3H

CJ5J

A13A

A12A

A11A

A10A

A9A

A8A

A7A

A6A

A5A

A4A

A3A

HJ7HJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

EJ7

EJ7

CJ1

CJ3

EJ5A

EJ5

EJ5

EJ5

EJ5

CJ5C

EJ5

A2A

A1

A1

A1

A1

A1

A1

A1

A2

V5

V3

V5A

V7

V3

V5

V7A

V11

V7B

21-04-00 28-04-00

49-08-00

1-02-08

1-02-08

13-00-00

54-00-00

1-02-08

1-02-08

70-04-00

1-02-08

1-02-08

2-01-00 15-10-00 2-01-00

2-01-00

2-01-00

11-07-08

2-01-00

2-11-08 15-10-08

6-07-08

4-07-0815-00-00

15-00-00 6-08-00 9-04-00 18-08-00

1-02-08

1-02-08

49-08-00

3-04-00

2-00-00

6-00-00

2-00-00

5-00-00

3-09-08

5-09-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-05-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

5-09-08

2-00-00

2-00-00

2-00-00

1-04-00

5-09-08

9-01-08

7-00-00

14-10-08

67-00-00

1-01-00

1-04-08

21-08-00

22-10-08

6-00-00

2-06-00

(1) PLY FLR. TRUSSCORNER HIP

HGUS28-3

960

0

0

G

0

9100

HTU28

765

0

0

N/A

2385O

R

Q

HGUS210-4

D

F

B

SIMPSON ROOF AND FLOOR TRUSS HANGER SCHEDULE

0

THJA26

SUR210

H

2435

0

0

HGUS26-2

LUS24

0

2680

I

C

R

HGUS26-3, HGUS28-3HGUS28-4 SIMILAR

0

7460

3235

CORNER HIP

HTU26, HTU28

M

HHUS46

(3) PLY

N

P

2155

3410

0

1250

2980

HTU26-2

865

0

C

0

3235

0

0

N

765

0

G

HJC26

865

0

0

4310 / 4680

0

1760 L

M

HGUS26-3

1440L

K

Q

3600

ID

1550

9100

2790

1250

490

1840

0

1855

I

0

0

2940

2940

N/A

(1) PLY

1055

0

HTU26 A

E

0

1250 / 1555

1530 / 3485

QTY/RF

A*

0

1855

SYMBOL

1440

SUL26

P

THA422, THA426THAC422 SIMILARHJC26

3820

2155

HHUS46

0

A

0

0

THA422

5320

NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION

895

B

UPLIFT

A*

QTY/FL

5230

S

1760

3265

(1) PLY

1515 / 2175

D

J

(1) PLY FLR. TRUSS(2) PLY

0

2435

0

MODEL

HTU28-2

1235 / 2140

2245

LUS24

SUR26

FLOOR

3820

SUL210

4355

S

0

2245

7460

O

4355

7460

4095

2245

2245

3895 / 4680

725

0

HTU26-2, HTU28-2HGUS26-2, HGUS28-2

J

THA426

E

THJA26

0

N/A

THAC422

1055

H

0 F

0

ROOF

0

1855

3200 / 3600

HGUS28-2

K

7460

N/A

5

4-1/16"

2x4 T.C. MIN.

14 1/2""CANT.

12

TYP. ROOF TRUSS END DETAIL

8" BRG.

N.T.S.

TILE ROOF

BEARING HEIGHT SCHEDULE

10'-0" BEARING HEIGHT

10'-8" BEARING HEIGHT

REVISIONS

No. DATE NOTES BY

CAUTION!!!

DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.

ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)

ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.

REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.

1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.

2) BEARING BLOCK REQUIREMENTS.

3) SCAB DETAILS (IF REQUIRED)

4) UPLIFT AND GRAVITY REACTIONS.

WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders FirstSource.NO EXECPTIONS.

THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.

6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319

IMPORTANT

This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your ProtectionCheck All Dimensions And Conditions Prior To

Approval Of Plan.SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.

By _________________________Date___________

NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.

DATE DRAWN 1/29/2018

DATE PRINTED 2/20/2020

MASTERJOB No.

WIND LOAD 170 MPH

EXPOSURE CATEGORY B

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.0

WIND DURATION FACTOR 1.60

OPENING CONDITIONS ENCLOSED

GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS

TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS

DESIGN CODE FBC2017/TPI2014

WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10

TRUSS LOADING ROOF

TCLL 20 PSF

TCDL 20 PSF

BCLL 0 PSF

BCDL 10 PSF

TOTAL 50 PSF

DURATION 1.25

TCDL / TO RESIST UPLIFT 5 PSF

BCDL / TO RESIST UPLIFT 5 PSF

TRUSS LOADING

ROOF PITCH 5/12

CEILING PITCH FLAT

TOP CHORD SIZE 2 x 4 MIN.

BOTTOM CHORD SIZE 2 x 4 MIN.

OVERHANG LENGTH N/A

CANTILEVER 14 1/2"

END CUT PLUMB

FLOOR TRUSS SPACING N/A

ROOF TRUSS SPACING 24"

ROOF PITCH

BUILDER DR Horton

PROJECT 2344 E 170 EXP B RH

MODEL 2344

ADDRESS --

CITY, STATE --, FL.

LOT --

COUNTY --

DRAWN BY D.W.

ENG. BY D.W.

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

12

5

12

5

TILE ROOF

16080 O.H.G.D.8080 O.H.G.D.3080 ENTRY DOOR

W/ SIDELITE

25 SH 25 SH

TOP OF BEAM (ENTRY)

ELEV. @ 10'-8"

8'-8

"

FYPON

BKT12X16

FYPON

BKT12X16

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

12

5

12

5

TILE ROOF

2-25 SH2-35 SH 2-35 SH

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

TILE ROOF

12

5 12

5

12

5

8'-0

"

12080 SL.GL.DR.34 SH

DECO. TEXTURE FIN.

ON CONC. BLK. WALL

5'-0"

TOP OF WALL 60"

FINISH FLOOR

ELEV. @ 0"

FINISH FLOOR

ELEV. @ 0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

TOP OF BEAM (MAIN)

ELEV. @ 10'-0"

TILE ROOF

12

5

12

5

12

5

8'-0

"

25 SH25 SH25 SH

DECO. TEXTURE FIN.

ON CONC. BLK. WALL

VINYL LAP SIDING ON

CONC. BLK. WALL

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

1/4" = 1'-0"

L:\0

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ata

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APLE

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RESERVE 6

0's\1

2226 L

OT 4

6 2

344 E

R\R

EVIT

\12226 2

344 E

R.r

vt

A-1

ELEVATION

# 2

344 E

MO

DEL

JWC

JSL

12/17/20

LOT:

46

SUBD

IVIS

ION:

NAPLE

S R

ESERVE III 6

4s

AD

DRS:

14

56

2 K

ELS

ON C

IRC

LE

D.R

.H.

#:

57

95

40

046

G.C

.D.

# 1

22

26

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

REAR ELEVATION

1/4" = 1'-0"

RIGHT SIDE ELEVATION

1/4" = 1'-0"

LEFT SIDE ELEVATION

WH

HB

HB

2'-0

"1

'-4

"5

4'-0

"1

1'-8

"1

'-4

"

67

'-0

"3

'-4

"

5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"

15'-0" 6'-8" 9'-4" 18'-8"

49'-8"

21'-4" 28'-4"

2'-3

"9

'-3

"1

'-6

"

22

'-8

"4

'-4

1/2

"3

'-7

"2

'-8

1/2

"2

0'-8

"

20

'-8

"1

2'-8

"1

8'-8

"

30

'-8

"1

'-6

1/2

"2

0'-8

"2

'-9

"1

'-9

"1

2'-1

1 1

/2"

ELEV. @ -0'-4"

TILE

SHOWER

RECESS

3-1/2"

STANDARD SGD RECESS1-1/2". IMPACT GLASS

SGD RECESS RECESS 2-1/2".

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

PROVIDE 1/4" WATER

LINE @ REF. SPACE

FOR ICE MAKER

RUN CONDUIT FOR

ELECTRIC AT ISLAND

8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ -0'-4"

PAVERS BY OTHERS

2" SLO

PE

6" X 12" RECESS

6" X 12" RECESS

METER VERIFY

LOC.

PAVERS

BY

OTHERS

SINK & DISP

RANGE

1'-4

"

8'-0

"

2'-0" 2'-8" 9'-8" 7'-4" 28'-0"

2'-0

"

11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"

21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"

70

'-4

"

49'-8"

21'-4" 28'-4"

12'-10" 1'-4" 12'-10" 1'-4"

70

'-4

"

RECESS

3-1/2"

INSTALL OUTDOOR

KITCHEN & SINK60" HIGH WALL W/ 8" BOND

BEAM & 1#5 ROD

ELEV. @ -0'-4"

WASHERLT

10" 4'-4" 10"

8'-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 W/ 1'-0"

FREEBOARD PER

FBCR R322.2.1

SET W/H ABOVE FLOOD

W/ 1'-0" FREEBOARD PER

FBCR R322.2.1

PROVIDE TERMITE TREATMENT

WITH "BORA CARE"

REF. SPACE DW

MF

12'-0"

8'-0

"

BRASS FLOOR

OUTLET W/ SWITCH

OR DOORS

21" MIN. TO

FIXTURES, WALLS 1'-9"

8'-0

"36" MAX.

OR DOORS

21" MIN. TO

FIXTURES, WALLS

MIN.

1'-0"

19

" M

IN.

19

" M

IN.

15" MIN.

TO FINISH

FRONT ELEVATION SIDE ELEVATION

WATER CLOSET CLEARANCE DETAIL

8'-0

"

FRONT ELEVATION SIDE ELEVATION

VANITY SINK CLEARANCE DETAIL

4"

2'-5

1/2

"

8'-0

"

VARIES

4"

2'-5

1/2

"VARIE

S

VARIES

8'-0

"

MIRROR

FAUCET

KICK PLATE

FAUCET

MIRROR

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

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ata

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RESERVE 6

0's\1

2226 L

OT 4

6 2

344 E

R\R

EVIT

\12226 2

344 E

R.r

vt

A-2

SLAB & PLUMBING

# 2

344

E

MO

DEL

JWC

JSL

12/17/20

LOT:

46

SUBD

IVIS

ION:

NAPLE

S R

ESERVE III 6

4s

AD

DRS:

14

56

2 K

ELS

ON C

IRC

LE

D.R

.H.

#:

57

95

40

046

G.C

.D.

# 1

22

26

1/4" = 1'-0"

SLAB & PLUMBING PLAN

WH

HB

HB

LANAI

GREAT ROOM

KITCHEN

BEDROOM #3

STUDY BEDROOM #1

W.I.C.

BATH #1

LAUNDRY

BEDROOM #2

3 CAR GARAGE

TILE

SHOWER

RECESS

3-1/2"

MIRROR

5'-0

" TUB BATH #2

12" VIN

YL

SH

ELV

ING

11

'-6

1/2

"3

3'-1

1/2

"2

4'-4

"

1'-4

"1

1'-8

"2

6'-1

"2

7'-1

1"

3'-4

"5

4'-0

"1

3'-0

"

1'-4

"2

'-0

"

57

'-4

"

3'-6" 4'-10" 6'-8" 5'-4" 1'-4"

23

'-0

"1

0'-8

"2

'-0

"4

'-0

"1

4'-4

"

20'-7 1/2"

12

'-0

"2

'-4

"4

'-0

"6

'-0

"6

'-8

"

12'-0" 2'-9 1/2" 6'-6 1/2" 4'-0" 7'-10" 3'-4 1/2" 13'-1 1/2"

12" VIN

YL

SH

ELV

ING

12" VINYL SHELVING

12" VNL SHLV

WASHERDRYER

30

'-3

1/2

"8

'-7

"1

2'-3

1/2

"

2'-3

"9

'-3

"1

'-6

"

DBL SINK

W/ DISP

8'-7

1/2

"4

'-8

"

WALL TO 45" A.F.F.

W/ TEMP GLS ABV

NOTE: INSTALL 1-3/8" THICK

SOLID WOOD DOOR BETWEEN

LIVING AND GARAGE PER

R302.5.1

NOTE: THE GARAGE SHALL

BE SEPARATED FROM THE

RESIDENCE AND ITS ATTIC

AREA BY NOT LESS THEN 1/2"

GYPSUM BOARD APPLIED TO

THE GARAGE SIDE

D

8

8

8

8

8

8

8

8

83

8

8

83

8

8

B

A

A

A

A

4

2

1

MIR

RO

R

RANGE

REF S

PAC

E

OVERH

EAD C

ABIN

ETS

OVERHEAD

CABINETS

10'-0" FLAT CEILING

COFFERED CEILING

COFFERED

CEILING

FOYER

12" VNL

SHLV

15'-0" 6'-8" 9'-4" 18'-8"

49'-8"

3'-4

"

1'-4

"2

'-0

"2'-8

"

8'-0

"1

'-0

"4

'-3

1/2

"5

'-1

0 1

/2"

4'-8

"

1'-1

1 1

/2"6"

5'-2

"6

'-1

1/2

"2

'-1

"4

1/2

"

2'-2" 3'-0" 10"

8" 8" 8'-0" 8"

1'-4" 16'-0" 1'-4"

7'-0" 6'-8" 8" 7'-0" 28'-4"

11'-11" 1'-9" 7'-8"

COFFERED CEILING

3

3

33

VERIFY LOCATION WITH

SITE PLAN. A/C NOT TO

ENCROACH EASEMENT

MIN R-13

INSULATION

22" X 54"

ATTIC ACCESS

ENTRY

PAVERS BY OTHERS

PAVERS BY

OTHERS

A/H

KNEEWALL

ESCAPE

OPT.

49'-8"

21'-4" 28'-4"

70

'-4

"

70

'-4

"

INSTALL OUTDOOR

KITCHEN & SINK

A

C

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-8" FLAT

CEILING

LT.

8"

8'-0

"3

'-0

"

60" HIGH WALL W/ 8" BOND

BEAM & 1#5 ROD

8

8

SEA

T

POWDER

BATH

3

RECESS

3-1/2"

10'-0" FLAT CEILING

DINING ROOM10'-0" FLAT CEILING

12" VNL SHLV

DW

10'-0" FLAT CEILING

5

4'-0

"3

'-7

"2

'-8

1/2

"

C

8'-7" 16'-2" 3'-7"

6'-2" 15'-2" 12'-10" 1'-4" 12'-10" 1'-4"

28'-4"

7'-2" 7'-3" 6'-2 1/2" 4'-3 1/2" 2'-6 1/2" 4'-0 1/2" 5'-0 1/2" 4'-2" 8'-11 1/2"

6" WALL

1'-8"

2'-9"

10

'-4

"4

'-0

"4

'-0

"

4'-3 1/2" 2'-5" 6'-4" 7'-0 1/2" 8'-11 1/2"

2'-11" 2'-9"

5'-8

1/2

"1

3'-5

1/2

"

2'-1

1"

2'-3

1/2

"

2'-2"

MF

8'-0" TALL DOORS

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 BACKINGKITCHEN

MASTER BATH

GUEST BATH

LAUNDRY ROOM

UPPER TOP @ 84" BASE TOP @ 35"

UPPER

UPPER

UPPER TOP @ 84"

BASE TOP @ 35"

BASE TOP @ 31"

BASE

SQUARE FOOTAGE

LIVING AREA

GARAGE AREA

LANAI AREA

FRONT PORCH/ ENTRY AREA

2,344

618

368

38

TOTAL SQUARE FOOTAGE 3,368

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'-10"

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 308.3.1.

3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER

PER FLORIDA BUILDING CODE R 308.3.1.

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) 2X6 KITCHEN KNEE WALL 34 1/2" TO TOP

7) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES

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

RESISTANT PER SEC. 702.3.5

8) 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

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

LIVING AND GARAGE PER FLORIDA BUILDING CODE

R302.1.5,

10) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST

COMPLY WITH R312.2.1 MIN 24" SILL HEIGHT OR

PROVIDED WITH AN APPROVED WINDOW FALL

PRVENTION DEVICE

11) STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE,

WATER HEATER, AND DRYER. VERIFY WITH

CONTRACTOR AND SUBDIV. SPECS. A SEPERATE

PERMIT IS REQUIRED FOR GAS PIPING.

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

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

INCREMENT.

13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE

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

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

L:\0

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# 2

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LOT:

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#:

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.D.

# 1

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26

1/4" = 1'-0"

FLOOR PLAN

DOOR SCHEDULETYPE

MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

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

2 8080 OHGD GARAGE DOOR 8'-0" 8'-0" 1

3 (3)-3080 SL. GL. DR. DISTINCTION 8'-0" 9'-0" IMPACT 1

4 3080 FRONT ENTRY

6 PANEL

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

5 12" SIDE LITE DISTINCTION 8'-0" 1'-0" IMPACT 1

WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT

A 25 SH 5'-3" 3'-2" IMPACT 5

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

C 2-35 SH 5'-3" 9'-0" IMPACT 2

D 54"X18"

FIXED GLASS

1'-6" 4'-6" IMPACT 1

WH

HB

HB

LANAI

GREAT ROOM

KITCHEN

BEDROOM #3

STUDY BEDROOM #1

W.I.C.

BATH #1

LAUNDRY

BEDROOM #2

3 CAR GARAGE

BATH #2

10'-0" FLAT CEILING

10'-0" FLAT CEILING COFFERED CEILING

COFFERED

CEILING

FOYER

COFFERED CEILING

HIP

HIP

VALLEY

VAL

LEY

RID

GE

HIP

HIP

HIP

RID

GE

RID

GE

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

HIP

HIP H

IP

RID

GE

HIP

HIP

VALLEY

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-8" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

ENTRY

POWDER

BATH

A

A-4

B

A-4

A

A-4

A/H

ATTIC VENTILATIONVERIFY VENTING REQUIREMENTS

WITH ENERGY CALCULATIONS

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

ATTIC AREA

(FBC R806)

VENTILATION REQUIRED

(ATTIC AREA 1/150)

VENTILATION REQUIRED(ATTIC AREA 1/300 INSTALL PER

FBC R806.2 MINIMUM AREA REQUIREMENTS)

MARK

1

SQUARE FOOTAGE

2344 SQ. FT.

SOFFIT VENTS

20.90 SQ. FT.

MIN AIR FLOW

OF SOFFIT

6.62%

OFF RIDGE VENTSMIN AIR FLOW

OF SOFFIT

TOTAL

VENTILATION

O.R.V. NOT USED

ATTIC VENTILATION CALCULATIONATTIC VENTILATION CALCULATION

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

OFF RIDGE EXHAUST VENT SIZES

(AREA NET FREE SQUARE FEET)

6'-0" BASE

BASE

-2'-0"

25" BASE

25" BASE

18" BASE

17" BASE

1.45 SQ. FT.

FREE AREA

1 SQ. FT.

FREE AREA

.38 SQ. FT.

FREE AREA

ELEVATION @ BEARING

ELEVATION @ +24"

BEARING HEIGHT

= BEARING @ 10'-0"

= BEARING @ 10'-8"

= INTERIOR BEARING

@ 10'-0"

ELEVATION @ +12"

ELEVATION @ BEARING

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

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LOT:

46

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DRS:

14

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#:

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G.C

.D.

# 1

22

26

1/4" = 1'-0"

ROOF PLAN

3/8" = 1'-0"A-4

A COFFER DETAIL

3/8" = 1'-0"A-4

B COFFER DETAIL B

WH

HB

HB

PPP

TV

TV

TV

TV

TV

T

T

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)

FLUSH MOUNTED LIGHT

1/2 SWITCHED DUPLEX OUTLET

DUPLEX RECEPTACLE OUTLET

4-PLEX RECEPTACLE OUTLET

220 V RECEPTACLE OUTLET

SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE AT ELEV. A.F.F.

ELECTRICAL PANEL

ELECTRICAL METER

120 V JUNCTION BOX

DUPLEX RECEPTACLE - ABOVE COUNTER

3

D

SD

TV

ELECTRICAL LEGEND

2' UNDER COUNTER LIGHT

4' FLUORESCENT LIGHT

INTERCOMIC

KP

KEYPAD

ANY RESIDENT HAVING A FOSSIL-BURNING

HEATER OR APPLIANCE, A FIREPLACE, OR

AN ATTACHED GARAGE SHALL HAVE AN

OPERATIONAL CARBON MONOXIDE ALARM

INSTALLED WITHIN 10 FEET OF EACH

ROOM USED FOR SLEEPING PERPOSES.

PER RULE 9B-3.04.72

SD (SMOKE DETECTOR)

SCD (CARBON MONOXIDE/ SMOKE

DETECTOR)

AFF

MS

INSTALL ALL ELECTRICAL PER NEC 2014

SCD

T

12'-0"

8'-0

"

BRASS FLOOR

OUTLET W/ SWITCH

DB

SCD

SD

SD

SCD

SD

SD

PRE-WIRE FOR

FAN (TYP)

PRE-WIRE FOR

FAN (TYP)

PRE-WIRE FOR

FAN (TYP)

PRE-WIRE FOR

FAN (TYP)

PRE-WIRE FOR

FAN (TYP)

PRE-WIRE FOR

FAN (TYP)

STUB OUT FOR

GARAGE DOOR

OPENER

ELEC METER

200 AMP PANEL

GFI @ 42"

A.F.F.

GFI @ 42"

A.F.F.

VP

EXH.

FAN

EXH.

FAN

EXH.

FAN

GFI

WP

GFI

WP

GFI

WP

VP

A A

AA

A

A

A

A A A

A

A A

AA

OPT.OPT.

OPT.OPT.

OPT. OPT.

OPT.OPT.

A/H

A

GFI

GFI

GFI @ 42"

A.F.F.

GFI

GFI

A

A

AA

ELECTRICAL PLAN 2344

200 AMP SERVICE

TAG

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

QUANTITY PRODUCT

(37)

(3)

(5)

(X)

(5)

(X)

(X)

(3)

(X)

(1)

(4)

(3)

(X)

(X)

(X)

(X)

(X)

(FLUSH MOUNTED LT)

(VAPORS)

(PENDANT LIGHT

(10" MUSHROOMS)

(24" 3 LT)

(36" 4 LT)

(NOT USED)

(COACH LIGHTS)

(COACH LIGHTS)

(J BOX)

(4' FLUORESCENT)

(2' FLUORESCENT)

(5LT CHANDELIER)

(3 LT )

(PENDANT/ NOOK)

(X)

(X)

200 AMP ELECTRICAL RISER DIAGRAM

200 AMP

PANELM

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

OR CU EQUIVALENT

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

AT LEAST 6FT APART.

POWER CO.

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

-New D

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UIL

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RESERVE 6

0's\1

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6 2

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344 E

R.r

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A-5

ELECTRICAL

# 2

344

E

MO

DEL

JWC

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12/17/20

LOT:

46

SUBD

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ION:

NAPLE

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DRS:

14

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G.C

.D.

# 1

22

26

1/4" = 1'-0"

ELECTRICAL PLAN

WP GFI BELOW COUNTER

TOP FRO FRIDGE

WP GFI ABOVE

COUNTER TOP

RESIDENTIAL SPECIFICATIONS

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL

REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING

CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK

ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,

HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO

ATTACH AND ACCOMMODATE OTHER WORK.

3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR

SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT

DETAIL IS SHOWN.

4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE

FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000

PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO

THE DESIGNER PRIOR TO COMMENCING WORK.

5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB

SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,

PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR

SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON

STRUCTURAL DRAWINGS.

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

ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

AND EQUIVALENT STRENGTH PRODUCT.

ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING

NAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL

CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,

WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS

AND CONNECTORS AS SPECIFIED HEREIN.

7. TREATED WOOD REQUIREMENTS:-

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

OR NATURALLY RESISTANT TO DECAY.

ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR

PRESSURE TREATED.

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

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

TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF

THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE

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

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

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

10. LANAI CEILINGS & COVERED ENTRY CEILINGS

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

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

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

GENERAL NOTES

1

ROOF SHEATHING

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

INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.

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

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

8d RING SHANK NAILS @ 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 MORTART

B. AMOUNT AND PLACEMENT OF ADHESIVE

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

3. UNDERLAYMENT

4. SLOPE REQUIREMENT.

CLAY AND CONCRETE ROOF TILE SPECS

4

SHINGLES

15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL

ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE

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

SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6

FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS

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

LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.

INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS

FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS

DETERMINED BY ASTM D 3161.

FASTENERS

FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F

1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS

STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE

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

BE A LENGTH TO PENTRATE THE SHEATHING

THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED

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

SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION,

MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR

SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL

ASPHALT SHINGLE ROOF SPEC'S

3

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

SPAN RATING 48/24 OR BETTER, GLUED AND NAILED

FLOOR SHEATHNG AT 2ND FLOOR

5

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

OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF

5.7 SQUARE FEET (0.530 m2).

EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET

CLEAR OPENING OF 5 SQUARE FEET (0.465 m2).

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

HEIGHT SHALL BE 24 INCHES (610mm).

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

WIDTH SHALL BE 20 INCHES (508mm).

R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUE

OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM

WITHOUT THE USE OF KEYS OR TOOLS.

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

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

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

WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE

FULLY OPENED.

MINIMUM EGRESS WINDOW DETAIL

1'-8" MIN.

2'-0

" M

IN.

3'-8

" M

AX.

FINISH FLOOR

5.7 SQ. FT.

CLEAR OPENING

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

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

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

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

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

OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OF PROTECTION AT THE

HEAD AND SIDES.

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

HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION

SUCH AS:

- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE

-FLUID APPLIED FLASHING

FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS

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

FMA/AAMA 100

FMA/AAMA 200

FMA/WDMA 250

FMA/AAMA/WDMA 300

INSTALL "PAN" FLASHING AT THE WINDOW SILL

OPENING FOR WINDOW OR DOOR

WHERE "PAN" FLASHING IS

USED AT THE SILL, ALSO

INCORPORATE FLASHING

OR PROTECTION AT THE

HEAD AND SIDES

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

SHALL SUPERCEDE THIS DETAIL

PAN FLASHING PER R703.4

SCALE: N.T.S.

WALL SHEATHING

WITH HOUSE WRAP

OR ZIP SYSTEM

WALL SHEATHING

PAPER BACK

METAL LATH

MID WALL

WEEP SCREED

OVER FELT STRIP

MASONRY NAIL

6" WIDE FELT

MASONRY WALL

WOOD FRAMING EITHER

FLOOR TRUSS OR GABLE

END TRUSS

FELT AND

WEEP SCREED

WO

OD F

RAM

EM

ASO

NRY W

ALL

CORNER OF

BUILDING

CORNER BEAD

MITER OUT CORNER

BEAD AT MID WALL

WEEP SCREED

CAULK CENTER JOINT

IN MID WALL WEEP

SCREED 2" IN EA.

DIRECTION AT CORNER

CORNER OF

BUILDING

FULLY EMBED BACK FACE

OF WEEP SCREED IN

CAULK. LET OOZE OUT AT

CORNER AND SCREED 2"

MIN. WIDTH

WIRE LATH

WITH FELT

OVER FRAME

WALL

EXPANSION JOINT

EXPANSION JOINT OVER

WIRE LATH

DECO. TEXTURE FINISH

OVER WIRE LATH

WO

OD F

RAM

EM

ASO

NRY W

ALL

MASONRY WALLMASONRY WALL

DECO. TEXTURE FINISH

OVER WIRE LATH

EXPANSION JOINT

MASONRY WALL

EXPANSION JOINT

AMICO M-TYPE

CONTROL JOINT

AMCJM-780 OR

APPROVED EQUAL

OVER LATH (CUT

LATH BEHIND

CONTROL JOINT 1/4"

MIN. GAP) LOCATE

OVER STUD ONLY

AND PER NOTE 1

*

*NOTE 1:(AT WOOD

FRAME ONLY)

MAX OF 144 SQ. FT.

BETWEEN CONTROL

JOINTS. NOT GREATER

THAN 18'-0" O.C. MAX

AREA RATIO OF

CONTROL JOINTS-2-2/1 TO 1

WIRE THE CONTROL

JOINT TO LATH WITH

18 GA. GALVANIZED

WIRE AT 7' O.C. MAX.

WIRE LATH

OVER FELT

FELT PAPER

FRAME WALL

FELT STRIP

WIRE LATH OVER

MID WALL

WEEP SCREED

OVER FELT STRIPMID WALL

WEEP SCREED

OVER FELT STRIP

MITER OVER SCREED

FELT STRIP

OVER BLOCK WALL

BUILDING

MASONRY WALL

MID WALL WEEP SCREED DETAIL

WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE

WOOD STUD FRAMING IS ABOVE MASONRY WALLS.

8"X8"X16" CONC. BLOCK

CONCRETE FOOTING SEE

FOUNDATION PLAN FOR

SIZE AND REINFORCING.

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

WOOD BASE

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

W/ INSULATION (MIN. R4.1)

4" CONC. SLAB ON 6 MIL.

VISQUEEN VAPOR BARRIER ON

MECHANICALLY COMPACTED FILL

@ 95%.

DECO. CEMENT FINISH

PER ASTM C-926

SILL SET IN MORTAR

SEE ENERGY CODE FORMS

FOR INSULATION R-VALUES

1X4 P.T. STRIP

VENTED SOFFIT

SHALL MEET R703.1.2.1

SEE TABLE 3 ON S-3

DRYWALL CEILING

PER NOTE 9 IN

TABLE 1 ON A-6

GRADE

PROVIDE TERMITE TREATMENT

WITH "BORA CARE".

SLOPE TO EXTERIOR

ROOF SHEATHING PER SCHEDULE 2/S-3.

AND PER NOTES IN TABLE 2 ON A-6

TILE ROOF PER NOTE 4 ON A-6.

EMBEDDED STRAP AT EACH

TRUSS PER ROOF FRAMING PLAN.

FLASHING AND

DRIP EDGE PER NOTES

IN TABLE 2 ON A-6

WINDOW, SEE SCHEDULE AND PLAN.

PRECAST LINTEL

SEE FRAMING PLAN

WINDOW BUCKS SEE TABLE 2 ON A-6

1X4 P.T. BUCK W. BED OF

CONTINUOUS CAULK UNDER

PROVIDE VENTILATION

PER R806.1

8"X8" CONTINUOUS

BOND BEAM W/

1 #5, GROUT SOLID

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

DESIGNED BY DELEGATED TRUSS ENGINEER.

2X6 MIN. SUB FASCIA

4"

MIN

.

12"

MIN

.D

W

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

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019\2

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019\S

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S

RESERVE 6

0's\1

2226 L

OT 4

6 2

344 E

R\R

EVIT

\12226 2

344 E

R.r

vt

A-6

SECTIONS

# 2

344

E

MO

DEL

JWC

JSL

12/17/20

LOT:

46

SUBD

IVIS

ION:

NAPLE

S R

ESERVE III 6

4s

AD

DRS:

14

56

2 K

ELS

ON C

IRC

LE

D.R

.H.

#:

57

95

40

046

G.C

.D.

# 1

22

26

WH

HB

HB

1'-4

"1

1'-8

"5

4'-0

"1

'-4

"2

'-0

"

67

'-0

"3

'-4

"

15'-0" 5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"

15'-0" 6'-8" 9'-4" 18'-8"

49'-8"

28'-4"

2'-3

"9

'-3

"1

'-6

"

22

'-8

"4

'-4

1/2

"3

'-7

"2

'-8

1/2

"

20

'-8

"1

2'-8

"1

8'-8

"

30

'-8

"1

'-6

1/2

"2

0'-8

"2

'-9

"1

'-9

"1

2'-1

1 1

/2"

ELEV. @ -0'-4"

TILE

SHOWER

RECESS

3-1/2"

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

PROVIDE 1/4" WATER

LINE @ REF. SPACE

FOR ICE MAKER

RUN CONDUIT FOR

ELECTRIC AT ISLAND

8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ -0'-4"

STANDARD SGD RECESS 1-1/2". IMPACT

GLASS SGD RECESS 2-1/2".

PAVERS BY OTHERS

2" SLO

PE

6" X 12" RECESS

6" X 12" RECESS

METER VERIFY

LOC.

PAVERS

BY

OTHERS

SINK & DISP

RANGE

1'-4

"2

'-0

"

8'-0

"

2'-0" 2'-8" 9'-8" 7'-4" 28'-0"

2'-0

"

AA

A

INSTALL 1 3/8" THICK SOLID

WOOD DOOR BETWEEN LIVING

AND GARAGE PER FLORIDA

BUILDING CODE R302.5.1

8F8-1B SET AR GARAGE

DOOR HEAD HEIGHT, ADD

COURSING AS REQUIRED TO

8X8 BOND BEAM W/ 1 #5

TOP @ 10'-0" ADD #5 VERT

@ 48" O.C. GROUT ALL

SOLID

70

'-4

"

49'-8"

21'-4" 28'-4"

70

'-4

"

14'-2" 14'-2"

F3 W

/ C

URB

RECESS

3-1/2"

F3

F3 W/ CURB

F6

F6A

P P

F3

11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"

21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"

F3

F3

F3

F3

F6A

A

A

A

A

AA

16" SQAURE MASONRY

COLUMN W/ (4) #5 VERTICAL

INSTALL OUTDOOR

KITCHEN & SINK

60" HIGH WALL W/ 8"

BOND BEAM & 1#5 ROD

F3

SAWCUT SLAB PER

DETAIL 5/S-3

P

F3

#5 BAR IN GROUTED CELL. 25"

WITH #5 DOWEL OUT OF SLAB,

WITH 7" HOOK INTO TOP OF

BOND BEAM

ELEV. @ -0'-4"

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 W/ 1'-0"

FREEBOARD PER

FBCR R322.2.1

SET W/H ABOVE FLOOD

W/ 1'-0" FREEBOARD PER

FBCR R322.2.1

LOWEST POINT OF GARAGE SHALL BE SET ABOVE

BASE FLOOD ELEVATION PER FEMA FLOOD MAP

10" 4'-4" 10"

PROVIDE TERMITE TREATMENT

WITH "BORA CARE"

DWREF. SPACE

WASHERLT

A

8'-0

"

BRASS FLOOR

OUTLET W/ SWITCH

12'-0"MF

8'-0

"

F1

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

"

3" CLEAR COVER2 #5

8"

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

TE

CONT.

CONT.

CONT.

CONT.

CONT.

CONT.

CONT.

1'-4"

0'-8"

0'-8" 0'-8"

0'-8"

1'-8"

0'-10"

0'-8"

2-#5

2-#5

2-#5

2-#5

2-#5

1-#5

1-#5

ADD CURB TO

GARAGE, SEE

DETAIL

FOUNDATION PLAN

PLAN NOTES:

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

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

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

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

TO BOND BEAM.

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

EXTEND BEYOND FACE OF WALL.

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

DOOR SUPPLIER.

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

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

6"

10

"

GRADE

4" CONC. SLAB

(2) #5 RODS

CONT.

1'-0"

RECESS

3" CLEAR COVER1 #5

8"

8"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\N

APLE

S

RESERVE 6

0's\1

2226 L

OT 4

6 2

344 E

R\R

EVIT

\12226 2

344 E

R.r

vt

S-1

FOUNDATION PLAN

# 2

344 E

MO

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LOT:

46

SUBD

IVIS

ION:

NAPLE

S R

ESERVE III 6

4s

AD

DRS:

14

56

2 K

ELS

ON C

IRC

LE

D.R

.H.

#:

57

95

40

046

G.C

.D.

# 1

22

26

1/4" = 1'-0"

FOUNDATION PLAN

1/2" = 1'-0"

"F3" FOOTING

1/2" = 1'-0"

"F3" WITH CURB AT GARAGE

1/2" = 1'-0"

"F6" STEP DOWN

1/2" = 1'-0"

"P" PAVERS DETAIL ENTRY/ LANAI

1/2" = 1'-0"

GARAGE DOOR RECESS

1/2" = 1'-0"

"F6A" STEP DOWN

WH

HB

HB

V5

V3

V7

V5A

V3

V5

A2

A1

A1

A1

A1

A1

A1

A1

A2A

EJ5

CJ5C

EJ5

EJ5

EJ5

EJ5

EJ5A

CJ3

CJ1

EJ7

EJ7

EJ7

EJ7

EJ7

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

HJ7

HJ7

A3A

A4A

A5A

A6A

A7A

A8A

A9A

A10A

A11A

A12A

A13A

CJ5J

CJ3H

CJ1

EJ7H

CJ5H

CJ3H

CJ1

HJ7H

B1

CJ5B

CJ3

CJ1

EJ7

EJ7

EJ7

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

HJ7H

J7

B2

CJ5

CJ3

CJ1

CJ5

CJ3

CJ1

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

EJ7

CJ5A

CJ3

CJ1

CJ5A

CJ3

CJ1

EJ7

EJ7

EJ7

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

EJ7A

HJ7

A3

A4

A5

A6

A7

A8

A9

A10

A11

WALL ABOVE WITH BOND

BEAM AT TOP

#5 VERTICAL, ABOVE

LINTEL ONLY WHERE

NOTED ON PLAN

'1B' DENOTES 1#5 BOTTOM

WITH 7" HOOK EACH END OR

EXTEND 24" BEYOND OPENING.

'0B' DENOTES "NO REBAR"

8" PRECAST LINTEL

GR

OU

T S

OLID

1'-4"

GR

OU

TE

D

1#5 TOP

1#5 BOTTOM

8F8-1B

8F8-0B

8F16-1B/1T

PRECAST LINTEL SCHEDULE

AT SWING DOORS, USE 2" RECESS STYLE

LINTEL IF NEEDED FOR ROUGH OPENING.

LINTELS BEAR 4" MIN. EACH END

PLAN NOTES:

1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,

SEE LEGEND.

2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES

DESIGNED BYA DELEGATED TRUSS ENGINEER PER

DESIGN CRITERIA ON SHEET S-3.

3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS

SHEET.

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

ON S-3.

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

DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.

6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND

BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 13/S-3.

7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE

THIS SHEET.

LANAI

GREAT ROOM

KITCHEN

BEDROOM #3

STUDY BEDROOM #1

W.I.C.

BATH #1

LAUNDRY

BEDROOM #2

3 CAR GARAGEBATH #2

10'-0" FLAT CEILING

COFFERED CEILING

COFFERED

CEILING

FOYER

COFFERED CEILING

8F8

-0B

8F8

-0B

8F8

-0B

8F8-0B 8F8-1B

8F1

6-1

B/1

T

8F8

-0B

8F8-1B SET AT GARAGE DOOR

HEAD HEIGHT, ADD COURSING

AS REQUIRED TO 8X8 BOND

BEAM W/ 1 #5 TOP @ 10'-0".

ADD VER @ 48" O.C.

GROUT ALL SOLID.

THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE &

ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE

GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL

BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM

BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOOR-

CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE

SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN

1/2" GYPSUM BOARD OR EQUIVALENT

WHERE DRYWALL CEILING IS

APPLIED TO TRUSSES AT 24"

O.C. USE 5/8" DRYWALL OR

1/2" SAG RESISTANT PER SEC.

702.3.5

#5 VERTICAL @ DOT

LOCATION (48" O.C.

MAX) IN GROUTED CELL

W/ 7" HOOK INTO BOND

BEAM

8"X8" CONTINUOUS MASONRY

BOND BEAM AT TOP OF WALL.

WITH 1 #5 BAR. PROVIDE

CORNER BARS PER 8/S-3

CORNER BARS IN

BOND BEAM PER 8/S-3

ATTIC

ACCESS

EXTERIOR CEILING

PER 2/S-3

HIP

HIP

VALLEY

VAL

LEY

RID

GE

HIP

HIP

HIP

RID

GE

HIP

RID

GE

HIP

HIP

HIP

HIP

RID

GE

10'-0" FLAT CEILING

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

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

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

10'-0" FLAT CEILING

10'-8" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

10'-0" FLAT CEILING

ENTRY

POWDER

BATH

1-META16

@ A11

(+3

1.2

-3

3.8

)

(+3

1.2

-3

3.8

)

8F8-1B

(+31.2 -33.8)

8F16-1B/1T8F16-1B/1T

(+2

7.6

-3

1.2

)

1-META16

@ A11

1-META16

TYP.

(+31.2 -33.8) (+31.2 -33.8)

1-META16

@ A11

WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE

OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER

DETAIL THIS SHEET ( DRHORTON REQUIREMENT)

1-META16,

TYPICAL

(+3

1.2

-3

3.8

)

1-META16,

TYPICAL

(+3

1.2

-3

3.8

)

STUD BEARING WALL, 2X4 SPF #2 @ 16"

O.C. WITH BLOCKING AT MID POINT, SPH4

TOP AND BOTTOM AT 16" O.C. PT SILL

PLATE WITH 1/2"X6" EXPANSION BOLT @

32" O.C. WITH 2" WASHER

1-MTS16,

TYP.

8F8-0B

(+31.2 -41.8) (+31.2 -33.8)

8F8-0B 8F8-0B

(+27.6 -31.2)

(+26.4 -29.4)

(+31.2, -33.8) WIND PRESSURES PER

ASCE7-10, 170 MPH, EXPOSURE B, AND

CONVERTED TO ALLOWABLE STRESS

DESIGN PRESSURES USING 0.6W LOAD

FACTOR (Vasd= 124 MPH, RICK CAT II,

ENCLOSED, kd=0.85, H <30')

(+31.2 -33.8)

1-META16

@ A13A

2-HTS20 @ A13A

3- 2x4 POST HTT5

BOTTOM

8F8-1B, BOTTOM @

8'-8" W/ COURSING TO

8X8 BOND BEAM W/ 1#

5, TOP @ 10'-8"

1

S-4

8X8 CONTINUOUS

MASONRY BOND BEAM AT

TOP OF WALL WITH 1 #5

BAR, PROVIDE CORNER

BARS PER 8/S-3

1-META16

@ A13A

11

S-3

1

S-4

BEARING HEIGHT

= BEARING @ 10'-0"

= BEARING @ 10'-8"

= INTERIOR BEARING

@ 10'-0"

ROOF SHEATHING

8d RING SHANK @

6" O.C.

16d NAILS

@ 8" O.C.

2" X () BLOCKING W/

BEVEL CUT TOP

ROOF TRUSS

BEVELLED BLOCKING DETAIL

TRUSS STRAPPING TO MASONRY

MAX TRUSS UPLIFT

@ 24" OC (LBS)CONNECTOR FASTENER

1450

1810

2120

1875 (1 PLY)

1795 (2 PLY)

2365 (2 PLY)

2365 (2 PLY)

3965/SYP 3330/SPF

4235/SYP 3640/SPF

4670/SYP 4015/SPF

5445/SYP 5360/SPF

10690/SYP 10690/SPF

10790/SYP 10790/SPF

(1) META16 TO 40

(1) HETA16 TO 40

(1) HHETA16 TO 40

(2) META16 TO 40

(2) META16 TO 40

(2) HETA16 TO 40

(2) HHETA12 TO 40

MGT (2 PLY)

HTT4

HTT5

HTT5KT

(1)HGT - 2

(1)HGT - 3

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

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

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

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

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

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

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

(22) 0148x3" ATR, EPOXY 12"

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

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

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

(26) 0.148x3" TO GIRDER

(2) 3/4" Ø ATR, EPOXY 12"

(16) 0.148x3" TO GIRGER,

(2) 3/4" Ø ATR, EPOXY 12"

INSTALL

META16 AT

ALL

TRUSSES

TO 1450 lb

UPLIFT. FOR

HIGHER

UPLIFTS,

SEE NOTES

ON PLAN.

NOTES:

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

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

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

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

INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.

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

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

10/S-3.

SIMPSON CATALOG C-C- 2019

TRUSS STRAPPING TO STUDWALL/ WOOD BEAM

MAX TRUSS UPLIFT

@ 24" OC (LBS)CONNECTOR FASTENER

850

1700

2550

1125

2250

3375

4500

(1)MTS16 TO 20

(2) MTS16 TO 20

(3) MTS16 T0 20

(1) HTS20 TO 30

(2) HTS20 TO 30

(3) HTS20 TO 30

(4) HTS20 TO 30

(14) 10dx1-1/2"

(14) 10dx1-1/2"

(14) 10dx1-1/2"

(24) 10dx1-1/2"

(24) 10dx1-1/2"

(24) 10dx1-1/2"

(24) 10dx1-1/2"

INSTALL AT ALL

TRUSSES TO

840 lb UPLIFT.

FOR HIGHER

UPLIFTS, SEE

NOTES ON

PLAN.

NOTES:

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

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

TRUSS DESIGN PACKAGE.

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

INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.

SIMPSON CATALOG C-C- 2019

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

As indicated

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

ORTO

N 2

019\S

UBDIV

ISIO

NS\N

APLE

S

RESERVE 6

0's\1

2226 L

OT 4

6 2

344 E

R\R

EVIT

\12226 2

344 E

R.r

vt

S-2

ROOF FRAMING PLAN

# 2

344

E

MO

DEL

JWC

JSL

12/17/20

LOT:

46

SUBD

IVIS

ION:

NAPLE

S R

ESERVE III 6

4s

AD

DRS:

14

56

2 K

ELS

ON C

IRC

LE

D.R

.H.

#:

57

95

40

046

G.C

.D.

# 1

22

26

1/4" = 1'-0"

ROOF FRAMING PLAN

TRUSS BEARING CONDITIONS AND STRAPPING IS

BASED ON TRUSS LAYOUT PREPARED BY BUILDERS

FIRST SOURCE JOB# MASTER DATED: 01/29/18

REVISED: NONE

”

”

” ”

”

”