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11
10'-4" Tray 10'-4" Tray 10'-4" Tray 10'-4" Tray 10'-4" Tray 10'-4" Tray EXPOSED TO WIND EXPOSED TO WIND U:2182 U:1030 A01 A02 A03 A04 A05 A06 A07 A08 HJ 1 0 HJ10 A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5A CJ1 CJ3 CJ5A A09 A11 A14 A15 A16 A17 A18 A19 A20 B03 B04 B05 HJ10 H J 1 0 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ3A D5 D6 H J8 H J 8 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 D7 D8 D9 E1 E2 H J8A CJ1 CJ3B CJ1 CJ3 HJ8A CJ1 CJ3B CJ1 CJ3 A12(4) A10(5) EJ7(12) EJ7A(4) EJ7(6) A11(2) A13(4) EJ5(3) EJ5A(4) 1-06-00 78-06-00 80-00-00 70-08-00 9-04-00 80-00-00 21-02-00 5-10-00 13-00-00 40-00-00 19-00-00 21-00-00 40-00-00 5-00-00 6-00-00 4-08-00 5-00-00 5-04-00 2-08-00 10-00-00 2-08-00 11-06-00 13-00-00 12-00-00 7-02-00 17-00-00 2-08-00 7-04-00 3-06-00 4-10-00 3-04-00 6-00-00 4-08-00 2-01-00 2-11-00 3-09-08 5-09-08 2-00-00 2-00-00 1-08-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-04-00 1-10-08 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 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 1-02-08 1-02-08 3-09-08 2-00-00 0 (1) PLY K (1) PLY FLR. TRUSS 7460 2245 0 THD28 MSH422IF 0 F 9100 765 O Q H R CORNER HIP 0 2385 N/A 1055 THD46 THD26,THD28 3235 0 2435 0 CORNER HIP H F USP ROOF AND FLOOR TRUSS HANGER SCHEDULE N/A 0 THDH26-2 THD26-2, THD28-2 THDH26-2, THDH28-2 0 M 1250 2245 1250 / 1555 E QTY/FL 0 A 0 0 3895 / 4680 7460 THDH26-3, THDH28-3 THDH28-4 SIMILAR R 725 2680 0 JUS24 N (3) PLY I 0 MSH426 C 2980 7460 4355 THD26-2 4095 P 2155 0 3410 7460 O 0 M 0 C 865 THD26 3235 QTY/RF 865 3820 J E N 0 0 G 4355 0 S 765 2245 N/A 0 1235 / 2140 JUS24 HJC26 0 1530 / 3485 A* NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION D ID 2790 0 1440 2940 0 I 0 1855 3265 1840 Q 1760 L 0 9100 MODEL J 1515 / 2175 3200 / 3600 THDH28-3 THDH6710 960 B THDH28-2 1855 ROOF 0 0 0 G 0 0 D 490 1550 (1) PLY FLOOR THD28-2 0 0 2155 HJC26 MSH422, MSH426 MSH422IF SIMILAR 0 3820 895 1055 N/A B UPLIFT 0 5230 2940 S 1760 THD46 4310 / 4680 A 1855 2245 2435 (1) PLY FLR. TRUSS 3600 K 1250 (2) PLY THDH26-3 L 0 5320 P 1440 SYMBOL 0 A* MSH422 2x4 T.C. MIN. 5 6-3/16" 14 1/2" CANT. 12 TYP. ROOF TRUSS END DETAIL 8" BRG. N.T.S. TILE ROOF Hatch Legend 13'-11" Bearing 9'-4" Bearing REVISIONS No. DATE NOTES BY CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING BACK CHARGES WILL NOT BE ACCEPTED REGARDLESS OF FAULT WITHOUT PRIOR NOTIFICATION BY CUSTOMER WITHIN 48 HOURS AND INVESTIGATION BY Builders First Source. NO EXECPTIONS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS OTHER THAN TRUSS TO TRUSS, GABLE SHEAR WALL, AND CONNECTIONS. TEMPORAY AND PERMANENT BRACING, AND CEILING AND ROOF DIAPHRAM CONNECTIONS. 6850 Taylor Road Punta Gorda, Fl. 33950 Phone: 941-575-2250 / Fax:941-575-0319 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND 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 6/5/2018 DATE PRINTED 6/5/2018 MASTER JOB 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 CHORD LIVE 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 14 1/2" CANTILEVER N/A END CUT PLUMB FLOOR TRUSS SPACING N/A ROOF TRUSS SPACING 24" ROOF PITCH BUILDER DR Horton PROJECT 2431 F 170 B RH MODEL 2431 ADDRESS -- CITY, STATE --, FL. LOT -- COUNTY -- DRAWN BY D.W. ENG. BY D.W.

ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

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Page 1: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

EXPOSED TO WIND

EXPOSED TO WIND

U:2182

U:1030

A01

A02

A03

A04

A05

A06

A07

A08

HJ10

HJ1

0A

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

A09

A11

A14

A15

A16

A17

A18

A19

A20

B03

B04

B05

HJ10

HJ1

0

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ3AD5

D6

HJ8

HJ8

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

D7

D8

D9

E1

E2

HJ8A

CJ1

CJ3B

CJ1

CJ3

HJ8

A

CJ1

CJ3B

CJ1

CJ3

A12(4

)A

10(5

)

EJ7(12) EJ7A(4)

EJ7(6)

A11(2

)A

13(4

)

EJ5(3)

EJ5A(4)

1-06-00

78-06-00

80-00-00

70-08-00

9-04-00

80-00-00

21-02-005-10-0013-00-00

40-00-00

19-00-0021-00-00

40-00-00

5-00-00

6-00-00

4-08-005-00-005-04-00

2-08-0010-00-00

2-08-00

11-06-00

13-00-00 12-00-00

7-02-00

17-00-00

2-08-00 7-04-00 3-06-00 4-10-00

3-04-00

6-00-00

4-08-00

2-01-00

2-11-00

3-09-08

5-09-08

2-00-00

2-00-00

1-08-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

1-04-00

1-10-08

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

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

1-02-08

1-02-08

3-09-08

2-00-00

0

(1) PLY

K

(1) PLY FLR. TRUSS

7460

2245

0

THD28

MSH422IF

0 F

9100

765

O

Q

H

R

CORNER HIP

0

2385

N/A

1055

THD46THD26,THD28

3235

0

2435

0

CORNER HIP

H

F

USP ROOF AND FLOOR TRUSS HANGER SCHEDULE

N/A

0

THDH26-2

THD26-2, THD28-2THDH26-2, THDH28-2

0

M1250

2245

1250 / 1555

E

QTY/FL

0

A

0

0

3895 / 4680

7460

THDH26-3, THDH28-3THDH28-4 SIMILAR

R

725

2680

0

JUS24

N

(3) PLY

I

0

MSH426

C

2980

7460

4355

THD26-2

4095

P

2155

0

3410

7460

O

0

M

0

C

865

THD26

3235

QTY/RF

865

3820

J

E

N

0

0

G 4355

0

S

765

2245

N/A

0

1235 / 2140

JUS24

HJC26

0

1530 / 3485

A*

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

D

ID

2790

0

1440

2940

0

I

0

1855

3265

1840

Q

1760 L

0

9100

MODEL

J

1515 / 2175

3200 / 3600

THDH28-3

THDH6710

960

B

THDH28-2

1855

ROOF

0

0

0

G

0

0

D

490

1550

(1) PLY

FLOOR

THD28-20

0

2155

HJC26MSH422, MSH426

MSH422IF SIMILAR

0

3820

895

1055

N/A

B

UPLIFT

0

5230

2940

S

1760

THD46

4310 / 4680

A

1855

2245

2435

(1) PLY FLR. TRUSS

3600

K

1250

(2) PLY

THDH26-3

L

0

5320

P

1440

SYMBOL

0

A*

MSH422

2x4 T.C. MIN.

5

6-3

/16"

14 1/2"CANT.

12

TYP. ROOF TRUSS END DETAIL

8" BRG.

N.T.S.

TILE ROOF

Hatch Legend

13'-11" Bearing

9'-4" Bearing

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 First Source.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 Protection

Check All Dimensions And Conditions Prior ToApproval 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 6/5/2018

DATE PRINTED 6/5/2018

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 14 1/2"

CANTILEVER N/A

END CUT PLUMB

FLOOR TRUSS SPACING N/A

ROOF TRUSS SPACING 24"

ROOF PITCH

BUILDER DR Horton

PROJECT 2431 F 170 B RH

MODEL 2431

ADDRESS --

CITY, STATE --, FL.

LOT --

COUNTY --

DRAWN BY D.W.

ENG. BY D.W.

Page 2: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

PLAN:

6-21-18DATE:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-1 F

3/16" = 1'-0"

ELEVATIONS

Phon

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ADDR

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UNIT

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1

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H.# :

5789

9007

6

AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OFRONT ELEVATION: "F" %%O
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SCALE: 3/16" = 1'-0"
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%%U%%OLEFT SIDE ELEVATION: "F"%%O
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SCALE: 3/16" = 1'-0"
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%%U%%ORIGHT SIDE ELEVATION: "F"%%O
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SCALE: 3/16" = 1'-0"
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3080 W/SIDE LITE
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12
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5
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12
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5
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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1/2 35 SH
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12
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5
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12
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5
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12
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5
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12
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5
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2-25 SH
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TYP.
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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34 SH
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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4'-0" X 12"
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25 SH
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25 SH
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25 SH
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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%%U%%OREAR ELEVATION: "F" %%O
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SCALE: 3/16" = 1'-0"
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35 SH
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3-4080 SL. GL. DR.
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TYP.
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TYP.
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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2-35 SH
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2880 DR
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25 SH
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FIXED GLASS
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24"X24"
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F.G.
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24"X24"
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F.G.
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24"X24"
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F.G.
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TYP. CANTELEVER TRUSS
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CANTELEVER TRUSS
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CANTILEVER
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CANTELEVER TRUSS
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TYP.
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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B1
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B3
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B6
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B5
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A1
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B7
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WATER TABLE
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BANDING DETAILS
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E2
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E1
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D1
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D2
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C3
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D5
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A3
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A4
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C2
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A2
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C1
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TRUSS
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16'-0" x 8'-0" O.H. GARAGE DOOR
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11.5""X16.00" DECO FYPON #1585-1091
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D1
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CEMENT BOARD, BOARD & BATTEN DESIGN
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11.5""X16.00" DECO FYPON #1585-1091
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VINYL LAP SIDING
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1/2 35 SH
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25 SH
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RAISED 1X MATERIAL THICKNESS
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RAISED 1X MATERIAL THICKNESS
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%%U%%OSOFFIT DETAIL%%O
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SCALE: 3/4" = 1'-0"
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CANTILEVER
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12
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5
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SEE STRUCTURAL
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
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F.G.
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24"X24"
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60" HIGH WALL
Page 3: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

3/16" = 1'-0"

PLAN:

6-21-18DATE:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-2F

SLAB & PLUMBING

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H.# :

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AutoCAD SHX Text
BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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HB
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HB
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W/H
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DW.
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RANGE
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D
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W
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L.T.
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OPT.
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
AutoCAD SHX Text
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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A/H
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UWATER CLOSET CLEARANCE DETAIL
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UVANITY SINK CLEARANCE DETAIL
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MIRROR
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FAUCET
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FAUCET
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MIRROR
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KICK PLATE
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SLOPED CEILING
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VARIES
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VARIES
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%%U%%OSLAB & PLUMBING PLAN:%%O
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SCALE: 3/16"=1'-0"
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LOWEST POINT OF GARAGE 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
AutoCAD SHX Text
6" X 12" RECESS
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DR.
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ELEV @ -4"
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2" SLOPE
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5'-0" TUB
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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ELEV @ -4"
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PAVERS BY OTHERS
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RECESS TILE
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SHWR 3 1/2"
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5'-0" TUB
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SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
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INSTALL OUTDOOR KITCHEN & SINK
AutoCAD SHX Text
RECESS TILE
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SHWR 3 1/2"
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HB
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BRASS FLOOR OUTLET WITH SWITCH
Page 4: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

PLAN:

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SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-3F

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D R HORTON

D R HORTON

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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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HB
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HB
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L.T.
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W/H
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%%U%%O2 CAR GARAGE
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9'-4" FLAT CEILING
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%%U%%OFOYER
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%%u%%oMASTER SUITE
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10'-4" COFFERED CEILING
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%%U%%OGREAT ROOM
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%%U%%OKITCHEN
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9'-4" FLAT CEILING
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NOTE: THE GARAGE SHALL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THEN " 12" GYPSUM BOARD APPLIED TO THE GARAGE SIDE
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22" X 36"
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ATTIC ACCESS
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BETTER INSULATION
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MINIMUM R-13 OR
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%%U%%OENTRY
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%%u%%oMSTR BATH
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%%U%%OLANAI
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #2
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OUTILITY
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9'-4" FLAT CEILING
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%%u%%oBATH #3
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3
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B.F.
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3
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B.F.
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5
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B.F.
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5
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B.F.
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3
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B.F.
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3
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B.F.
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WIDTH
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HEIGHT
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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OVERHEAD
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1
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QTY
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1
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2
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192
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96
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DISTINCTION
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3080
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36
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96
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1
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ENTRY DR.
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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TOWEL BAR
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TOILET PAPER ROLL
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BATHROOM NOTES
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ALL BLOCKING TO BE PT IN SHOWERS
AutoCAD SHX Text
ALL TUB DECKS @ 21" A.F.F.
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WIND-BORNE
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DEBRIS PROTECTION
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TILE
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1/4 DURK
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3/4 PYW.
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MUD SET BY PLUMBER
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SHWR.
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GLS.
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TUB WALL DETAIL
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**** NOTE: ****
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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OVERHEAD
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0
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96
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96
AutoCAD SHX Text
3
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DISTINCTION
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2880
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36
AutoCAD SHX Text
96
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1
AutoCAD SHX Text
4
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ENTRY AREA ------------------------------ 35
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GARAGE AREA ----------------------------- 476
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LANAI AREA ------------------------------ 196
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TOTAL AREA ---------------------------- 3138
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SQUARE FOOTAGE
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LIVING AREA ---------------------------- 2431
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
AutoCAD SHX Text
GARAGE DOOR ASSUMES 2' IN ZONE 5.
AutoCAD SHX Text
WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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GARAGE DOOR
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GARAGE DOOR
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Vasd=124 MPH
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%%u%%oDINING ROOM
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5'-0" TUB
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MIRROR
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MIRROR
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
DW.
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SINK & DISP
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O.H CABINET
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RANGE
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REF. SPACE
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O.H CABINET
AutoCAD SHX Text
PANTRY
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4-16" SHLV
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5
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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4-16" SH.
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EGRESS
AutoCAD SHX Text
EGRESS
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EGRESS
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O.H CABINET
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OPT.
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D
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W
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ESCAPE
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12" COFFERED
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CEILING
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3
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
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2
AutoCAD SHX Text
2
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PK.
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2
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F
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A
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B
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D
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B
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B
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B
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C
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SAFETY GLAZED
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1
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3
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G
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E
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%%u%%oW.I.C.
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%%U%%ODEN
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SCALE: 3/16"=1'-0"
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4
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B
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9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OFLOOR PLAN: %%O
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L.T.
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OPT.
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10'-4" COFFERED CEILING
AutoCAD SHX Text
10'-4" COFFERED CEILING
AutoCAD SHX Text
COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
5'-0" TUB
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H
AutoCAD SHX Text
J
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J
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J
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
AutoCAD SHX Text
QTY
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D
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C
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E
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F
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A
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WIND-BORNE
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DEBRIS PROTECTION
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1
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B
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G
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17
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SH
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35
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H
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J
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25
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SH
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4
AutoCAD SHX Text
SHUTTERS
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SHUTTERS
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1
AutoCAD SHX Text
SHUTTERS
AutoCAD SHX Text
1
AutoCAD SHX Text
3-4080
AutoCAD SHX Text
SL. GL. DR.
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1
AutoCAD SHX Text
96" X 12"
AutoCAD SHX Text
SIDE LITE
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2-35
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SH
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2-25 SH
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SL. GL. DOOR
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4'-0" X 12" F.G.
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1
AutoCAD SHX Text
34
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SH
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SHUTTERS
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2'-0" X 2'-0"
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FIXED GLASS
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SHUTTERS
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3
AutoCAD SHX Text
COFFERED
AutoCAD SHX Text
CEILING
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J
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4-SHLVS
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FIXED GLASS
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TEMPERED
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10'-4"
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10'-4"
AutoCAD SHX Text
CEILING
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13'-11"
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4
AutoCAD SHX Text
4
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%%u%%oBATH
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7
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MIRROR
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12" VINYL SHELF
AutoCAD SHX Text
2017 ACCESSIBLE
AutoCAD SHX Text
2
AutoCAD SHX Text
%%u%%o#2
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CEILING
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
MASTER SUITE DETAIL
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
FOYER DETAIL
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
HALL/FOYER DETAIL
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1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
DEN/FOYER DETAIL
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FOYER CEILING
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
FOYER CEILING
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6
AutoCAD SHX Text
3
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FOYER DETAIL
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
AutoCAD SHX Text
SAFETY GLAZED
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SAFETY GLAZED
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NOTE: INSTALL 1-3/8" THICK
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SOLID WOOD DOOR BETWEEN
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LIVING AND GARAGE
AutoCAD SHX Text
PER R302.5.1
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A/H
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
AutoCAD SHX Text
CABINET BACKING
AutoCAD SHX Text
KITCHEN UPPER TOP @ 84" BASE TOP @35"
AutoCAD SHX Text
MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
AutoCAD SHX Text
DOOR HEADERS
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6'-8" BIFOLD
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6'-8" SWING
AutoCAD SHX Text
8'-0" SWING
AutoCAD SHX Text
HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
82 1/2" A.F.F.
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98 1/2" A.F.F.
AutoCAD SHX Text
PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
AutoCAD SHX Text
1)
AutoCAD SHX Text
PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
AutoCAD SHX Text
5)
AutoCAD SHX Text
3)
AutoCAD SHX Text
4)
AutoCAD SHX Text
NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
AutoCAD SHX Text
VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
AutoCAD SHX Text
ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
AutoCAD SHX Text
9)
AutoCAD SHX Text
KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
AutoCAD SHX Text
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 SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
AutoCAD SHX Text
PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
AutoCAD SHX Text
PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
AutoCAD SHX Text
INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
AutoCAD SHX Text
7)
AutoCAD SHX Text
8)
AutoCAD SHX Text
2)
AutoCAD SHX Text
6)
AutoCAD SHX Text
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
AutoCAD SHX Text
10)
AutoCAD SHX Text
11)
AutoCAD SHX Text
STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
AutoCAD SHX Text
12)
AutoCAD SHX Text
ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
AutoCAD SHX Text
13)
AutoCAD SHX Text
K
AutoCAD SHX Text
1/2 35 SH
AutoCAD SHX Text
SHUTTERS
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2
AutoCAD SHX Text
K
AutoCAD SHX Text
K
AutoCAD SHX Text
WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR, Vasd=124 MPH
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
54
AutoCAD SHX Text
63
AutoCAD SHX Text
38
AutoCAD SHX Text
63
AutoCAD SHX Text
48
AutoCAD SHX Text
12
AutoCAD SHX Text
54
AutoCAD SHX Text
51
AutoCAD SHX Text
108
AutoCAD SHX Text
63
AutoCAD SHX Text
144
AutoCAD SHX Text
96
AutoCAD SHX Text
12
AutoCAD SHX Text
96
AutoCAD SHX Text
63
AutoCAD SHX Text
76
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
76
AutoCAD SHX Text
78
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HB
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60" HIGH WALL W/ 8"
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BOND BEAM & 1#5 ROD
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INSTALL OUTDOOR KITCHEN & SINK
Page 5: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

PLAN:

6-21-18DATE:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-4F

3/16"=1'-0"

Phon

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39) 5

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822

Fax

(239

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ROOF & CEILING

D.R.

H.# :

5789

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6

AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
HB
AutoCAD SHX Text
HB
AutoCAD SHX Text
L.T.
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W/H
AutoCAD SHX Text
DW.
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
OPT.
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D
AutoCAD SHX Text
W
AutoCAD SHX Text
VALLEY
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VALLEY
AutoCAD SHX Text
RIDGE
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VALLEY
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VALLEY
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RIDGE
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L.T.
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OPT.
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= BEARING @ 9'-4" A.F.F.
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BEARING HEIGHTS
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= BEARING @ 13'-11"
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CEILING
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VALLEY
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HIP
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HIP
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A/H
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SCALE: 3/16" = 1'-0"
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%%U%%OCEILING PLAN: "F"%%O
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
AutoCAD SHX Text
COFFER DETAIL "A"
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SCALE: 1/2"= 1'-0"
AutoCAD SHX Text
%%u%%o#2
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%%U%%O2 CAR GARAGE
AutoCAD SHX Text
9'-4" FLAT CEILING
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%%U%%OENTRY
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%%u%%oBEDROOM #2
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9'-4" FLAT CEILING
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%%u%%oBATH
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%%U%%OFOYER
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COFFERED
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CEILING
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10'-4"
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13'-11"
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OUTILITY
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9'-4" FLAT CEILING
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%%u%%oBATH #3
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%%u%%oDINING ROOM
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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COFFERED
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CEILING
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10'-4"
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9'-4" FLAT CEILING
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%%U%%ODEN
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%%u%%oMSTR BATH
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10'-4" COFFERED
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CEILING
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%%U%%OKITCHEN
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%%u%%oMASTER SUITE
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%%U%%OGREAT ROOM
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%%U%%OKITCHEN
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9'-4" FLAT CEILING
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%%U%%OLANAI
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9'-4" FLAT CEILING
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%%u%%oBATH
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%%u%%o#4
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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A
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A-4
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A
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A-4
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A
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A-4
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%%u%%oW.I.C.
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A
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A-4
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A
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A-4
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1
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RIDGE
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RIDGE
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HIP
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HIP
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HIP
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HIP
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RIDGE
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AREAS (SQ. FT.)
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MODEL 2431 F: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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3443.4 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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"SOFFIT ONLY" QUALIFIES
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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REQ'D AIR FLOW
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7.55%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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-.-%
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-
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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ROOF VENTS ARE NOT REQUIRED
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304.3 SQ. FT.
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SOFFIT
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OF SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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22.96 SQ. FT.
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ATTIC AREA/300
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-.-- SQ. FT.
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HB
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PLAN:

6-21-18DATE:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-5F

ELECTRICAL

3/16"=1'-0"

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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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HB
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HB
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L.T.
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W/H
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DW.
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RANGE
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OPT.
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D
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W
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SCALE: 3/16" = 1'-0"
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GARAGE DR OPENER
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L
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OPT.
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GFI
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GFI
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GFI
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GFI
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GFI
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GFI
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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GFI
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WP
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GFI
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WP
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EXH.
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FAN
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FAN (TYP.)
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PRE-WIRE FOR
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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3
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling unit. per NEC 210.12 & 406.11
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Install Phone & T.V per contract .
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INSTALL ALL ELECTRICAL PER NEC 2014
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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J
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DOOR BELL
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DB
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ELECTRICAL PLAN 2431
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POWER CO.
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200 AMP ELECTRICAL RISER DIAGRAM
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#6 CU MIN. TO (2) GROUND RODS,
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AT LEAST 6FT APART.
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(2) 4/0 AL & (1) 1/0 AL
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OR CU EQUIVALENT.
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M
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200 AMP.
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PANEL
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200 Amp Service
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A
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TAG
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QUANTITY
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PRODUCT
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B
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C
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D
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E
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F
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G
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H
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J
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K
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N
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O
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P
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(30)
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(4)
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(1)
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(X)
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(3)
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(2)
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NOT USED
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(2)
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(X)
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(X)
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(X)
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(1)
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(3)
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(X)
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36" 4 LT
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24" 3 LT
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10" Mushrooms
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Pendant/Nook
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Vapors
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Recessed Cans
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Coach Lights
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Coach Lights
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J BOX
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5lt Chandelier
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3 LT
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Pendant Light
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L
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M
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(4)
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(3)
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4' Fluorescent
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2' Fluorescent
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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VP
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B
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A
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A
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A
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A
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EXH.
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FAN
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EXH.
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FAN
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VP
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B
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A
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A
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A
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A
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A
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3
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TV
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TV
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TV
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TV
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A
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A
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A
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A
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O
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O
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GFI
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EXH.
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FAN
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VP
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B
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E
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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TO OPT.
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LIGHTS
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42 A.F.F.
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STRUCTURED
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WIRE BOX
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L
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W/ 110 OUTLET
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E
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EXH.
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FAN
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VP
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B
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GFI
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A
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SD
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SD
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SD
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SD
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SD
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SD
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SD
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SD
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SD
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SD
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O
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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METER
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VERIFY LOC.
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TV
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W/ 110 OUTLET
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PENDANT LIGHTS
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%%u%%oFLOOR ELECTRICAL PLAN: %%O
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L.T.
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OPT.
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"J" BOX
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F
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F
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GFI
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WP
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3
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3
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O
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GFI
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WP
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GFI
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GFI
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A
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J
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GFI
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GFI
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GFI
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D.B.
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A/H
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SD
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A
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H
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H
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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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HB
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BRASS FLOOR OUTLET WITH SWITCH
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GFI
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WP
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RECESSED CAN LIGHTS EVENLY SPACED
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RECESSED CAN LIGHTS EVENLY SPACED
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WP GFI BELOW COUNTER TOP FOR FRIDGE
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WP GFI ABOVE COUNTER TOP
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A
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A
Page 7: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03

PLAN:

6-21-18DATE:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-6

SECTION

3/16"=1'-0"

Phon

e (2

39) 5

40-1

822

Fax

(239

) 540

-775

9

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SUBD

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G.C.

D.# :

1029

9

LOT:

11M

ODEL

:BL

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: 3B

ADDR

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1458

6 TRO

PICA

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SPEC

UNIT

243

1

D.R.

H.# :

5789

9007

6

²

²

²

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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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RESIDENTIAL SPECIFICATIONS
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GENERAL NOTES
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1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
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THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
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REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
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2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
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HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
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3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
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TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
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FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
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PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
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SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
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4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
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5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
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SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
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PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
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STRUCTURAL DRAWINGS.
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DETAIL IS SHOWN.
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CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
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ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
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ATTACH AND ACCOMMODATE OTHER WORK.
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THE DESIGNER PRIOR TO COMMENCING WORK.
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SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
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THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
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NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
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6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
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ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
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ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
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8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
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THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
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TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
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SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
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SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
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AND EQUIVALENT STRENGTH PRODUCT.
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7. TREATED WOOD REQUIREMENTS:-
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OR NATURALLY RESISTANT TO DECAY.
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ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
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PRESSURE TREATED.
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9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
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SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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1
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10. LANAI CEILINGS & COVERED ENTRY CEILINGS
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1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
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EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
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SCREWS @ 6" oc EDGE AND FIELD.
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3
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4
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FLOOR SHEATHING AT 2ND FLOOR
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A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
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5
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SPAN RATING 48/24 OR BETTER, GLUED AND NAILED
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SHINGLES
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15# felt shall be installed under asphalt shingles. All asphalt
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shingles shall have self sealing strips or be interlocking and
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comply with ASTM D 225 or D3462, and shall be secured to the
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roof with no less than 6 fasteners per shingle strip, or a minimum
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of 2 fasteners per shingle tab. And shall in no case be fastened
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with less fasteners than that required by the manufacture.
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Installation shall comply with the manufactures requirements for
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installation in the given Florida wind zone, as determined by
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ASTM D 3161.
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FASTENERS
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Fasteners for asphalt shingles shall comply with ASTM F 1667, and
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shall be made of galvanized steel, stainless steel or aluminum with
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a minimum shank size of 12 gage (0.105 inches)with a minimum 3/8 inch
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diameter head and shall be of a length to penetrate the
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sheathing.
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The nail component of plastic cap nails shall meet or exceed the
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requirements of ASTM A 641, Class I, or equal, and shall be
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corrosion resistant by coating electro galvanization, mechanical
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galvanization, hot dipped galvanization or shall be made of
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stainless steel, non ferrous metal.
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ASPHALT SHINGLE ROOF SPEC'S
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CLAY AND CONCRETE TILE ROOF SPECS
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THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
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WITH THE PROVISIONS OF R905.3 F.B.C.
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MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
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MANUFACTURER'S IDENTIFICATION MARK.
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APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
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APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
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INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
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1. TILE PLACEMENT AND SPACING,
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2. ATTACHMENT SYSTEM NECESSARY TO
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A. AMOUNT AND PLACEMENT OF MORTAR
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B. AMOUNT AND PLACEMENT OF ADHESIVE,
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C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.
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3. UNDERLAYMENT
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4. SLOPE REQUIREMENT.
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INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
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LAYER APPLICATION UNDER TILE ROOF.
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ROOF SHEATHING
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SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.
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FLASHING
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FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES
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THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE
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ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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2
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INSTALL PANELS WITH LONG
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE 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 THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), 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.
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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R=30 FIBERGLASS
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INSUL.
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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OR SHINGLE ROOF PER NOTE 3 ON A-6
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER, SEE 13/S-3
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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8"X8" CONTINUOUS
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SEE ENGINEERING
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BOND BEAM
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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%%UPAN FLASHING PER R703.4
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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 or protection at the head and sides.
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"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 n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SCALE: N.T.S.
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2X6 MIN. SUB FASCIA
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BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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HB
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HB
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W/H
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PAD FOOTING SCHEDULE
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1-#5
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RAISED
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SLAB
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2" SLOPE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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5'-0"
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4'-0"
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5'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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6-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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LONG WAY
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REMARKS
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-
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-
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-
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CONT.
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0'-8"
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TE
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0'-8"
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1'-8"
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1'-0"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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ADD CURB TO
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GARAGE, SEE
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DETAIL
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8"
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F6A
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8"
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CONT.
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1-#5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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3'X3' CONC.
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P
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P
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P
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P
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F3 W/ CURB
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F3 W/ CURB
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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A
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A
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F3
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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DW.
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RANGE
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D
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W
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%%U%%OFOUNDATION PLAN: %%O
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SCALE: 3/16"=1'-0"
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L.T.
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OPT.
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F6A
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F6A
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SAWCUT SLAB PER DETAIL 5/S-1
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F3
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A
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A
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A
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A
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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ELEVATION @ 0'-0"
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A
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SAND
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HOLLOW DOT IS #5
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VERTICAL IN WINDOW SILL
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(NO VERTICALS IN HEADER)
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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A/H
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LOWEST POINT OF GARAGE 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
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6" X 12" RECESS
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SEE DETAIL
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PAVERS BY OTHERS
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ELEV @ -4"
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2" SLOPE
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5'-0" TUB
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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ELEV @ -4"
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PAVERS BY OTHERS
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RECESS TILE
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SHWR 3 1/2"
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5'-0" TUB
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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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.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
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INSTALL OUTDOOR KITCHEN & SINK
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RECESS TILE
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SHWR 3 1/2"
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HB
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BRASS FLOOR OUTLET WITH SWITCH
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F1
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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L.T.
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OPT.
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%%U8F8-1B
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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VALLEY
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VALLEY
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RIDGE
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RIDGE
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RIDGE
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%%U8F8-1B
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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VALLEY
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VALLEY
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RIDGE
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RIDGE
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%%U%%OGREAT ROOM
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-OB
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= BEARING @ 9'-4" A.F.F.
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BEARING HEIGHTS
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= BEARING @ 13'-11"
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%%U8F8-1B
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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%%U8F8-OB
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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S-1
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11
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S-1
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11
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S-1
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12
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%%U8F16-1B/1T
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CORNER BARS IN BOND BEAM PER 8/S-1
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EMBED 1-META16 AT ALL TRUSSES EXCEPT AS NOTED AT GIRDERS
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BAR. PROVIDE CORNER
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BARS PER 8/S-1
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%%U8F8-0B
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%%U8F8-OB
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FRAME DOWN TO 9'-4"
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FALSE KNEEWALL
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FALSE KNEEWALL
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%%U8F8-1B
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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S-1
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12
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SIM.
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%%U8F8-OB
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@ DOOR HEAD
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TOP OF MASONRY @ 13'-11" ABOVE DOOR
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CEILING
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DUAL BEARING KNEEWALL TO 13'-11"
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VALLEY
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BOTTOM @ 10'-8" W/ COURSING TO 8X8 BOND BEAM W/ 1#5 TOP @ 13'-11"
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%%U8F8-1B
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1-HTA16-18 @ A01
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1-HTA16-18 @ A01
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HIP
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HIP
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1-HTA16-18 @ D5
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DO1
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HIP
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HIP
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1-HTA16-18 @ D5
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%%u%%o#2
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%%U%%O2 CAR GARAGE
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9'-4" FLAT CEILING
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%%U%%OENTRY
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%%u%%oBEDROOM #2
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9'-4" FLAT CEILING
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%%u%%oBATH
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%%U%%OFOYER
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COFFERED
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CEILING
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10'-4"
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13'-11"
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OUTILITY
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9'-4" FLAT CEILING
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%%u%%oBATH #3
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%%u%%oDINING ROOM
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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COFFERED
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CEILING
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10'-4"
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9'-4" FLAT CEILING
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%%U%%ODEN
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%%u%%oMSTR BATH
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10'-4" COFFERED
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CEILING
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%%U%%OKITCHEN
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%%u%%oMASTER SUITE
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%%U%%OGREAT ROOM
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%%U%%OKITCHEN
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9'-4" FLAT CEILING
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%%U%%OLANAI
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9'-4" FLAT CEILING
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%%u%%oBATH
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%%u%%o#4
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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%%u%%oW.I.C.
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF 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 2/A-6.
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SCALE: 3/16" = 1'-0"
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%%U%%OROOF PLAN: "F"%%O
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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 SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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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
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RIDGE
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RIDGE
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HIP
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HIP
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HIP
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HIP
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RIDGE
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 06/05/18, REVISED: NONE
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NO BEARING
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2-HTA20 @ A01
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B05 BEARS ON CORNER @ 9'-4"
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1-HTA16-18 TYP.
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(+26.4, -29.4)
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(+31.2, -41.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+33.5, -36.3)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -33.8)
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(+31.2, -41.8)
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(+26.4, -29.4)
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(+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, RISK CAT II, ENCLOSED, kd=0.85, H<30')
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
Page 10: ProBuild-D - C:UsersdwoodyDesktop 1 F 170 B 2018 1 F 170 B · a05 a06 a07 a08 j 1 0 1 0 a cj1 cj3 cj5 cj1 cj3 cj5 cj5a cj3 cj1 cj1 cj3 cj5a a09 a11 a14 a15 a16 a17 a18 a19 a20 b03
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JOBNo. MASTER Bearing Elevation LOT... · int.brg.wall@12'-4" u:1825 u:3007 u:1003 u:1502 u:1004 u:1499 u:1020 a1 a2 a3 a4 a5 a6 a7 a8 j 1 h a j 0 cj5a cj3 cj1 cj1 cj3 cj5a cj1 cj3

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