ProBuild-D - C:MiTekjobs 5 L 160 C 5 L 160 C LOT 175 MODEL 2225 LL...10'-4"tray 10'-4"tray...

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

DROP TOP GABLE

EXPOSED TO WIND

EXPOSED TO WINDU:2606

U:1494

DROP TOP GABLE

DROP TOP GABLE

DROP TOP GABLE

NONBEARING

U:1099

K

A01

A02

A03

A04

A05

A06

A07

A08

HJ1

0

HJ10A

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

A09

A10

A10

A10

A10

A10

A11

A11

A12

A12

A12

A12

A13

A13

A13

A13

A11

A11

A13

A13

A13

A13

A13

A13

D4

D3

D3

D2

D1

D1

D1

B01

B02

B02

HJ10

CJ1

CJ3

CJ3A

CJ1

CJ3

CJ5

HJ1

0

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

V4

V3

V2

V1

EJ7B(4)

EJ7(12)EJ7A(4)

6-00-00 9-02-00 6-00-00 5-10-00 13-00-00

40-00-00

19-00-00 21-00-00

40-00-00

4-08-00 5-00-00 5-04-00

2-08-00 10-00-00

2-08-00

11-06-00

13-00-0012-00-00

7-02-00

17-00-00

2-08-007-04-003-06-004-10-00

3-10-00

15-06-00

3-00-00

11-08-00

5-00-00

6-00-00

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

1-02-08

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

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

5-09-08

78-06-00

3-06-00

80-00-00

1 09/21/17 Updated Block. D.W.2 05/09/19 Remove Bearing @ garage

7460

(1) PLY FLR. TRUSS

2245

THD28

0

CORNER HIP(1) PLY

K

Q

O

H

0

R

0

MSH422IF

F

765

9100

2385

1

3235

2435

0

M1250

CORNER HIP

THD26,THD28 THD46

0

N/A

THDH26-2

I

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

0

H

F

USP ROOF AND FLOOR TRUSS HANGER SCHEDULE

2245

0

QTY/FL

A

0

0

1530 / 3485

A*

QTY/RF

E

1250 / 1555

0

2680

JUS24

(3) PLY

N

7460

3895 / 4680

THDH26-3, THDH28-3THDH28-4 SIMILAR

725

R

0

4095

THD26-2

P

0

2155

3235

865

2980

4355

7460

C

0

865

0

THD26

7460

3410

O

M

0

0

0

0

G

0

4355

C

MSH426

J

N

E

1235 / 2140

0

JUS24

3820

HJC26

765

S

2245

N/A

1440

0

2940

I

0

9100

J

D

2790

ID

L1760

0

MODEL

1855

0

3265

Q

1840

(1) PLY

B

960

THDH28-2

ROOF

1855

1055

N/A

3200 / 3600

THDH6710

THDH28-3

D

0

490

1515 / 2175

1550

0

0

0

0

G

FLOOR

MSH422, MSH426MSH422IF SIMILARHJC26

0

895

3820

THD46

A

0

2155

0

2940

5230

S

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

1760

N/A

1055

B

0

UPLIFT

MSH422

K

3600

1250

THDH26-3

(2) PLY

THD28-2 4310 / 4680

2245

(1) PLY FLR. TRUSS

2435

SYMBOL

1440

0

1855

A*

0

L

P

5320

5

6-3

/16"

2x4 T.C. MIN.

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 PROBUILD.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 4/24/2019

DATE PRINTED 4/24/2019

MASTERJOB No.

WIND LOAD 160 MPH

EXPOSURE CATEGORY C

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.0

WIND DURATION FACTOR 1.60

OPENING CONDITIONS ENCLOSED

GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS

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

DESIGN CODE FBC2017/TPI2014

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

TRUSS LOADING ROOF

TCLL 20 PSF

TCDL 20 PSF

BCLL 0 PSF

BCDL 10 PSF

TOTAL 50 PSF

DURATION 1.25

TCDL / TO RESIST UPLIFT 5 PSF

BCDL / TO RESIST UPLIFT 5 PSF

TRUSS LOADING

ROOF PITCH 5/12

CEILING PITCH FLAT

TOP CHORD SIZE 2 x 4 MIN.

BOTTOM CHORD SIZE 2 x 4 MIN.

OVERHANG LENGTH N/A

CANTILEVER 14 1/2"

END CUT PLUMB

FLOOR TRUSS SPACING N/A

ROOF TRUSS SPACING 24"

ROOF PITCH

BUILDER DR Horton

PROJECT 2225 L 160 C LH

MODEL 2225 L

ADDRESS --

CITY, STATE --, FL.

LOT --

COUNTY --

DRAWN BY D.W.

ENG. BY D.W.

07-02-19DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-1L

3/16" = 1'-0"

ELEVATIONS

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. #: 5

7979

0039

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@ 9'-4" A.F.F.

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TOP OF BOND BEAM

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FINISH FLOOR

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2-26 SH

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

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W/ SIDE LITE

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FINISH FLOOR

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TOP OF BOND BEAM

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@ 9'-4" A.F.F.

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TO FINISH FLOOR

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3080 FRONT ENTRY DR.

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@ 0'-0" A.F.F.

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@ 0'-0" A.F.F.

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12

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5

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12

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5

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TYP.

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TYP.

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%%U%%OFRONT ELEVATION: "L"%%O

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

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CANTILEVER

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TRUSS

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TYP.

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TYP.

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CANTILEVER

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TRUSS

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A4

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A4

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A4

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A4

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TO GRADE

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%%U%%OLEFT SIDE ELEVATION: "L"%%O

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

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%%U%%ORIGHT SIDE ELEVATION: "L"%%O

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

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%%U%%OREAR ELEVATION: "L" %%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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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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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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2-35 SH

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25 SH

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25 SH

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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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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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2880

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TYP.

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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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24"X24"

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F.G.

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F.G.

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F.G.

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24"X24"

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24"X24"

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FIXED GLASS

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F.G.

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24"X24"

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CANTILEVER TRUSS

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CANTILEVER TRUSS

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CANTILEVER TRUSS

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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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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT

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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O

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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION

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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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2X6 MIN. SUB FASCIA

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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6

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BLOCK & FOAM

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BLOCK & FOAM

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24"X24"

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F.G.

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6" DECO BAND

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60" HIGH WALL

07-02-19DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-2L

SLAB & PLUMBING

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3/16" = 1'-0"

DR H

. #: 5

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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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HB

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ELEV @ 0'-(-4")

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2" SLOPE

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6" X 12" RECESS

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SEE DETAIL

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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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RECESS TILE

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SHWR 3 1/2"

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5'-0" TUB

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ELEV @ 0'-(-4")

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PAVERS BY OTHERS

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PAVERS BY OTHERS

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DW.

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RANGE

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WING WALLS

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5'-0" TUB

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5'-0" TUB

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%%U%%OSLAB & PLUMBING PLAN:%%O

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

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

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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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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP

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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%.

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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS

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W/H

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L.T.

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OPT.

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D

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W

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A/H

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W/H

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L.T.

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OPT.

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D

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W

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SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

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SET W/H ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.

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A/H

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PROVIDE TERMITE TREATMENT WITH "BORA CARE"

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BOND BEAM & 1#5 ROD

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60" HIGH WALL W/ 8"

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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

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MF

D R HORTON

D R HORTON

07-02-19DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-3L

FLOOR

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

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%%U%%O1st FLOOR PLAN:%%O

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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

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ALL TUB DECKS @ 21" A.F.F.

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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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NOTES

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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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LV. = LOUVERED DOOR

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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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QTY

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1

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2

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3

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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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QTY

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D

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C

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B

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A

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COMMENTS

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E

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F

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CABINET BACKING

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KITCHEN UPPER TOP @ 84" BASE TOP @35"

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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

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DOOR HEADERS

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6'-8" BIFOLD

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6'-8" SWING

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8'-0" SWING

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HEADER HEIGHT

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82" A.F.F.

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HEADER HEIGHT

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HEADER HEIGHT

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82 1/2" A.F.F.

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98 1/2" A.F.F.

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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,

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1)

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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.

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5)

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3)

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4)

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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS

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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

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9)

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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP

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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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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.

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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE

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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS

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7)

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8)

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2)

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6)

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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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10)

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11)

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COMMENTS

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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.

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12)

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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.

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13)

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SEE NOTE 1

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WIDTH

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HEIGHT

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OVERHEAD

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GARAGE DOOR

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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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ENTRY DR.

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2880 EXT.

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30

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96

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1

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1

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1

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3

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54

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63

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38

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63

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144

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96

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54

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51

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76

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78

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HB

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HB

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%%U%%OFOYER

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%%u%%oMASTER SUITE

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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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%%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%%oW.I.C.

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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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%%u%%oBATH #3

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%%u%%oBATH

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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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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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7

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%%U%%ODEN

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5'-0" TUB

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MIRROR

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5'-0" TUB

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MIRROR

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MIRROR

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MIRROR

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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

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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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EGRESS

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EGRESS

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EGRESS

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2017 ACCESSIBLE

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ESCAPE

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COFFERED

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CEILING

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3

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3

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2

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2

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2

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2

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2

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PK.

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F

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A

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I

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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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1

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2

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G

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E

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%%u%%o#2

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2017 ACCESSIBLE

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3

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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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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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10'-4" COFFERED CEILING

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COFFERED

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CEILING

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5'-0" TUB

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H

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H

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H

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H

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COFFERED

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CEILING

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H

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4-SHLVS

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TEMPERED

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10'-4"

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10'-4"

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CEILING

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13'-11"

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WING

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WALLS

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DOOR

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DISTINCTION

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SEE NOTE 1

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G

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H

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108

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63

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I

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SH

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35

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25

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SH

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3-4080

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SL. GL. DR.

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12" X 96"

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SIDE LITE

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2-35

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SH

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34

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SH

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2'-0" X 2'-0"

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48" X 12"

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F.G.

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2-26

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SH

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1

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15

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3

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1

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1

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1

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1

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1

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1

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5

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24

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24

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12

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96

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48

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12

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FIXED GLASS

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SL. GL. DOOR

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FIXED GLASS

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CEILING

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4

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3

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MASTER SUITE DETAIL

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FOYER CEILING

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FOYER CEILING

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1

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3

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FOYER DETAIL

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2

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3

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HALL/FOYER DETAIL

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FOYER CEILING

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3

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3

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DEN/FOYER DETAIL

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FOYER CEILING

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1

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3

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2

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3

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3

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3

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4

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3

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1

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3

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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT

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10'-4"

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

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SAFTEY GLAZED

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SAFTEY GLAZED

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W/H

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L.T.

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OPT.

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D

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W

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A/H

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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%%OUTILITY

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9'-4" FLAT CEILING

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12" VINYL SHELF

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2

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2

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2

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2

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2

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A/C UNIT ON

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36" X 36" PAD

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SEE NOTE 10

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VERIFY LOCATION WITH SITE PLAN, AC NOT TO ENCROACH EASEMENT.

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W/H

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L.T.

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OPT.

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D

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W

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4

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4

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12" VINYL SHELF

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SAFTEY GLAZED

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6" WALL

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9'-4" FLAT CEILING

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SEE NOTE 9

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%%U%%OTANDEM GARAGE

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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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6" WALL

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A/H

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SQUARE FOOTAGE

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LIVING AREA

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GARAGE AREA

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LANAI AREA

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ENTRY AREA

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TOTAL AREA

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2255

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652

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196

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35

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3138

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------------------------------

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-----------------------------

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-------------------------------

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------------------------------

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-------------------------------

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6

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3

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1

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1

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2-3080 GLASS DR.

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FOYER CEILING

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6

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3

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DEN/FOYER DETAIL

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2-3080 12 LITE

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MF

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60" HIGH WALL W/ 8"

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BOND BEAM & 1#5 ROD

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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK

07-02-19DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-4L

3/16"=1'-0"

Phon

e (2

39) 5

40-1

822

Fax

(239

) 540

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SUBD

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RESI

DENC

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G.C.

D. #

: 110

17

LOT:

175

MOD

EL:

BLOC

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ADDR

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1202

3 LOV

EGRA

SS S

TREE

T

SPEC

UNIT

222

5

ROOF & CEILING

DR H

. #: 5

7979

0039

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HB

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DW.

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RANGE

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HIP

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HIP

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%%u%%oMSTR BATH

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10'-4" COFFERED

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CEILING

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%%u%%o#2

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%%U%%OKITCHEN

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%%u%%oBEDROOM #3

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9'-4" FLAT CEILING

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%%u%%oMASTER SUITE

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%%U%%OGREAT ROOM

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9'-4" FLAT CEILING

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%%U%%OENTRY

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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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9'-4" FLAT CEILING

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%%u%%oBATH #3

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%%U%%ODEN

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%%u%%oBATH

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%%u%%o#4

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%%u%%oBATH

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

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%%U%%OCEILING PLAN: "L"%%O

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%%U%%OFOYER

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9'-4" FLAT CEILING

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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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9'-4" FLAT CEILING

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COFFERED

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CEILING

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COFFERED

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CEILING

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10'-4"

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10'-4"

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13'-11"

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9'-4" FLAT CEILING

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9'-4" FLAT CEILING

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HIP

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HIP

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RIDGE

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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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RIDGE

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ELEVATION @ WALL

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ELEVATION @ +12"

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A

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A-4

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COFFER DETAIL "A"

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

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%%u%%oW.I.C.

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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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1

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%%U%%OUTILITY

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W/H

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L.T.

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OPT.

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D

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W

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A/H

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W/H

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L.T.

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OPT.

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D

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W

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A/H

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AREAS (SQ. FT.)

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MODEL 2225 L: 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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%%U%%OTANDEM GARAGE

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9'-4" FLAT CEILING

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A

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A-4

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MF

07-02-19DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

JWC

A-5L

ELECTRICAL

3/16"=1'-0"

Phon

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Fax

(239

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SUBD

IV: W

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VILL

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50s

RESI

DENC

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R:

G.C.

D. #

: 110

17

LOT:

175

MOD

EL:

BLOC

K :

ADDR

ESS:

1202

3 LOV

EGRA

SS S

TREE

T

SPEC

UNIT

222

5

DR H

. #: 5

7979

0039

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HB

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DW.

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RANGE

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

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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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H

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H

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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 2225

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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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NOT USED

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(3)

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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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VP

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B

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EXH.

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FAN

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EXH.

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TV

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SD

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SD

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TV

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PENDANT LIGHTS

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%%u%%oFLOOR ELECTRICAL PLAN: %%O

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"J" BOX

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F

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F

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D.B.

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GFI

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SD

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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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W/H

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L.T.

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D

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W/H

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L.T.

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OPT.

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D

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W

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A/H

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GARAGE DR OPENER

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42 A.F.F.

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STRUCTURED

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WIRE BOX

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SD

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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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W/ 110 OUTLET

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F

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F

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WP

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W/ 110 OUTLET

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3

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3

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L

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KEYLESS

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A/H DISC SWITCH

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A/C DISC SWITCH

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42" A.F.F

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MF

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GFI

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WP

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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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OPTIONAL

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OPTIONAL

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OPTIONAL

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FAN (TYP.)

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PRE-WIRE FOR

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TV

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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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2X6 MIN. SUB FASCIA

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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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SCALE: N.T.S.

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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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PROVIDE TERMITE TREATMENT WITH "BORA CARE".

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A

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A

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A

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A

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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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F5

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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 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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F6A

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F6A

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F6A

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F6A

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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 , TOP @ 9'-4", GROUT ALL SOLID

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6"x12" RECESS, SEE DETAIL

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0'-0" REFERENCE

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4" SLAB w/ 2,500 PSI CONC. w/ 6x6#10/10 W.W.M. REINFORCING OVER 6 MIL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%

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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1, SEE SITE PLAN BY OTHERS

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SLOPE 2"

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-4"

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-4"

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PAVERS BY OTHERS

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SHOWER RECESS, SEE HOUSE PLANS

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8"x8" THICKENED SLAB @ SHOWER

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PAVERS BY OTHERS

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'P'

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'P'

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'P'

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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) "P" DENOTES 8"x8" CONCRETE RIBBON w/ 1-#5 BAR AT EDGE OF PAVERS. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-3.

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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR PER DETAIL 6/S-3.

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DEPTH

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1'-0"

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1'-0"

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1'-0"

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1'-2"

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1'-2"

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PAD FOOTING SCHEDULE

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D

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E

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4'-0"

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5'-0"

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4'-0"

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5'-0"

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TYPE

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B

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A

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C

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USED

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WIDTH

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3'-0"

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2'-6"

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3'-6"

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LENGTH

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3'-0"

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2'-6"

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3'-6"

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5-#5

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6-#5

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5-#5

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6-#5

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-

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-

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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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SHORT WAY

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LONG WAY

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4-#5

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3-#5

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4-#5

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REMARKS

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-

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-

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-

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1'-8"

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0'-10"

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0'-8"

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DEPTH

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1'-0"

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1'-0"

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1'-8"

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WALL FOOTING SCHEDULE

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F4

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F6

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F5

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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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%%uFOUNDATION PLAN

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

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0'-8"

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F6A

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0'-8"

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CONT.

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1-#5

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FOR PLUMBING EMBEDS IN SLAB, SEE HOUSE PLAN SHEET A-2

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F5

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A

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A

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PROVIDE TERMITE TREATMENT ABOVE SLAB WITH "BORA CARE"

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A

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F1

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60" HIGH PRIVACY WALL w/ 8x8 BOND BEAM AT TOP WITH 1-#5

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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN AND SINK

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#5 BAR IN GROUTED CELL, LAP 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM

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SET A/C PAD ABOVE BASE FLOOD ELEVATION w/ 1'-0" FREEBOARD PER FBCR R322.2.1

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SET W/H ABOVE BASE FLOOD ELEVATION w/ 1'-0" FREEBOARD PER FBCR R322.2.1

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INSTALL 1~6" THICKSOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1

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SAWCUT SLAB PER DETAIL 5/S-3

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HOLLOW DOT IS #5 VERTICAL IN WINDOW SILL (NO VERTICALS IN HEADER)

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LOWEST POINT OF GARAGE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP

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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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FINISHED GRADE, SEE SITE PLAN

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#5 DOWELS WITH 7" HOOK, EMBED 8" MIN

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VARIES

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%%UFOOTING DETAILS

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

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%%U'F5' FOOTING

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%%U'F3' FOOTING

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%%U'F6A' STEPDOWN

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%%UGARAGE DOOR RECESS

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2-#5 CONTINUOUS w/ 3" CLEAR COVER

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4" CONCRETE SLAB

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RECESS

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#5 DOWELS WITH 7" HOOK, EMBED 8" MIN BELOW GARAGE FLOOR

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%%U'F3' WITH CURB AT GARAGE

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VARIES

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CURB IS OPTIONAL AND NOT INCLUDED IN FOOTING DIMENSIONS

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%%U'P' PAVER RIBBON

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MORTAR BED

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PAVERS

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8"x8" CONCRETE RIBBON AT EDGE OF PAVERS w/ 1-#5

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S-1

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1

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REVISIONS

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BY

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SHEET

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SCALE

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DATE

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CHECKED

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DESIGN/DRAWN

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DWB/GH

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DWB

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07/02/19

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VARIES

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DR11017

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SHEET OF 4

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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL

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BUILDER:

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(239) 549-4554

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CA# 8829

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STRUCTURAL

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SYSTEMS

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OF NORTH FLORIDA

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1634 S.E. 47th STREET, SUITE #3

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CAPE CORAL, FL 33904

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STRUCTURAL ENGINEERING:

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FOR BUILDERS FIRST SOURCE TRUSS, 160 MPH, EXPOSURE C, L ELEVATION, JOB # MASTER, DATED: 04/24/19, REVISED: 05/09/19

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MODEL 2225 L

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12023 LOVEGRASS STREET VENICE, FLORIDA LOT: 175 SUBDIVISION: WEST VILLAGES

”

”

” ” ”

”

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%%UPRECAST LINTEL SCHEDULE

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%%U8F8-1B

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%%U8F16-1B/1T

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%%U8F8-0B

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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.

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LINTELS BEAR 4" MIN EACH END

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'0B' DENOTES 'NO REBAR'

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%%U8F16-1B/1T

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%%U8F16-1B/1T

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%%U8F16-1B/1T

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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 , TOP @ 9'-4", GROUT ALL SOLID

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%%U8F8-1B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-1B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-1B

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%%U8F8-0B

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%%U8F8-0B

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%%U8F8-1B

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BOTTOM @ 9'-4"

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S-3

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10

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S-4

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2

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%%UBEARING LEGEND

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BEARING @ 9'-4"

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BEARING @ 13'-11"

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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 4/S-3. 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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FASTENER

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12-10dx1 1/2"

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12-10dx1 1/2"

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12-10dx1 1/2"

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TRUSS STRAPPING TO STUD WALL/WOOD BEAM

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24-10dx1 1/2"

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24-10dx1 1/2"

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24-10dx1 1/2"

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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. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.

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24-10dx1 1/2"

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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.

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2570

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(2)HTW20

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(3)HTW20

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(4)HTW20

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3855

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5140

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CONNECTOR

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(2)MTW16

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(3)MTW16

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(1)MTW16

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(1)HTW20

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MAX TRUSS UPLIFT

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@ 24" OC (LBS)

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2010

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3015

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1005

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1285

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R2

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

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

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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.6.2: 3-coat 7/8" thick portland cement based : 3-coat 7/8" thick portland cement based thick portland cement based plaster per ASTM C926. Metal Lath R703.6.1: Self furring paper backed 2.5lb diamond : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails long, 11 gage nails with 7/16” head (roofing head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples at 6” oc, into oc, or 1-1/2” long, 16 gage staples at 6” oc, into long, 16 gage staples at 6” oc, into oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.6.3: Water-resistive : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).

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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 SHEE 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 10/S-3. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-3.

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%%UROOF FRAMING PLAN

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

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S-4

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1

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LANAI CEILING PER 2/S-3

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HOOK #5 BAR INTO TOP OF BOND BEAM

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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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'1B' DENOTES 1-#5 BOTTOM WITH 7" HOOK EACH END

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8" PRECAST LINTEL

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1-#5 TOP

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1-#5 BOTTOM

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ATTIC ACCESS

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(+33.5, -36.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISH CAT II, ENCLOSED, kd=0.85, H=15')

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+29.4, -33.3)

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(+28.2, -31.5)

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(+33.5, -44.8)

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(+33.5, -36.3)

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(+33.5, -36.3)

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(+33.5, -44.8)

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2-HTA16-18 @ TRUSS A01

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AIR HANDLER IN CLOSET BELOW. NO RECESS IN TRUSS

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HTA16-18 TYP

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1-HTA16-18 @ B01

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1-HTA16-18 @ B01

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ENTRY CEILING PER 2/S-3

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ADD COURSING AS NEEDED TO 8x8 BOND BEAM w/ 1#5, TOP @ 13'-11"

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#5 BAR IN GROUTED CELL w/ 7" HOOK INTO TOP OF BOND BEAM

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PER FBC 2017 R302.6: Dwelling/garage fire separation - The garage shall be separated from the residence and attics by not less than 1/2 inch gypsum board or equivalent applied to the garage side. Structures supporting floor/ceiling assemblies used for separation shall have not less than 1/2 inch gypsum board or equivalent.

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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C., USE ~0" DRYWALL OR ~8" SAG RESISTANT PER SETION 702.3.5

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EMBED 1-HTA16-18 AT ALL TRUSSES EXCEPT AS NOTED AT GIRDERS

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8x8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH 1#5 BAR, PROVIDE CORNER BARS PER 8/S-3

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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES, INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIREMENT)

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DUAL BEARING, MASONRY TO 9'-4", STUD KNEEWALL TO 13'-11"

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CORNER BARS IN BOND BEAM PER 8/S-3

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A01

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A02

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A03

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A04

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A05

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A06

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A07

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A08

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HJ10

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HJ10A

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CJ1

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CJ3

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CJ5

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CJ1

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CJ3

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CJ5

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CJ1

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CJ3

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CJ5A

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CJ1

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CJ3

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CJ5A

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A09

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A10

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A10

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A10

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A10

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A10

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A11

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A11

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A12

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A12

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A12

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A12

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B01

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B02

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HJ10

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CJ1

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CJ3A

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HJ10

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V1

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EJ7B(4)

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EJ7(12)

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EJ7A(4)

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GABLE BRACING NOT REQUIRED. OUTLOOKERS AT DROP GABLE PER 12/S-3

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HTA16-18 32" O.C. @ INSIDE FACE OF GABLE

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OUTLOOKERS AT DROP GABLE PER DETAIL 12/S-3

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B02 BEARS ON CORNER @ 9'-4"

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HD26-2IF HANGER @ CJ3A

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%%UBEVELED BLOCKING

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

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ROOF SHEATHING

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ROOF TRUSS

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2x_ BLOCKING w/ BEVEL CUT TOP. BLOCKING CAN BE EITHER SIDE OF TRUSS

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16d NAILS @ 8" OC

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8d RING SHANK NAILS @ 6" OC

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S-2

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2

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BY

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DATE

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CHECKED

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DESIGN/DRAWN

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DWB/GH

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DWB

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07/02/19

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VARIES

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DR11017

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SHEET OF 4

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BUILDER:

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(239) 549-4554

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CA# 8829

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STRUCTURAL

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SYSTEMS

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OF NORTH FLORIDA

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MODEL 2225 L

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2

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10

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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: FLOORS: LIVE LOAD 40 PSF, DEAD LOAD: SLAB ON GRADE ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 60 FOR #3 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UNLESS NOTED OTHERWISE. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND BELOW OPENINGS, EXTENDING AT LEAST 24" BEYOND THE OPENING. LAP JOINT REINFORCING 6" MINIMUM. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.

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

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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT

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SLAB ON GRADE, SEE PLAN

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%%USLAB SAWCUT DETAIL

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SCALE: NTS

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11

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%%UCORNER BARS

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%%USTEP FOOTING

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SCALE: NTS

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3" COVER

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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS

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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS

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MAINTAIN RUN TO RISE OF 2:1 OR MORE

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%%UFOOTING

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%%UPLAN VIEW

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FOOTING REINF., SEE PLAN

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LAP CORNER BARS 40 BAR DIAMETERS

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CONCRETE FOOTING, SEE PLAN

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SCALE: NTS

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%%UROOF DECK NAILING PATTERN

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%%UTYPICAL

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%%UPLAN

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%%UHOUSE

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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.

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%%URETROFIT UPLIFT CONNECTOR SCHEDULE

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#5 CORNER BAR, 25"x25"

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MASONRY BOND BEAM, TYPICAL

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%%UCORNER

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%%UCORNER BAR DETAIL IN BOND BEAMS

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

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

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#5 CORNER BAR, 25"x25"

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MASONRY BOND BEAM, TYPICAL

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%%UINTERSECTION

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

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%%UBUCK FASTENING

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8" CMU WALLS

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

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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)

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8" CMU, SEE PLAN FOR REINFORCING

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%%UGARAGE DOOR

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

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2x8 OR 2x6 P.T. SYP#2

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2x2x~2" WASHER

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APPROVED ISOLATION PLATE

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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 8/S-3.

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

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12

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

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

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%%UTRUSS STRAP TO BOND BEAM

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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.

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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER

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ROOF SHEATHING, SEE SCHEDULE 2/S-3

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5

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

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TRUSS BEARING

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SEE PLAN

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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS

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2x4 OUTLOOKER

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ROOF SHEATHING, SEE SCHEDULE

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RT7A CLIP @ EA. OUTLOOKER TO TRUSS

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TRUSS TOP CHORD, DROP 3~8"

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2x4 BLOCK AT

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%%UOUTLOOKER DETAIL AT DROP GABLE

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SCALE: N.T.S.

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SHEATHING JOINT

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3-12d TOE NAILS

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2x4 BLOCKING

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9

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8"x8" BOND BEAM w/ 1-#5

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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN

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

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

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HOOK BAR INTO TOP OF UPPER BOND BEAM

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%%USTEPPED BOND BEAM & REINFORCING

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MASONRY WALL

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VERTICAL BAR IN GROUTED CELL, SEE PLAN

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

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UPPER BOND BEAM, SEE PLAN

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BEARING

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HOOK OR CORNER BAR

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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL

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

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

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

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

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MEASURED FROM

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FACE OF WALL

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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)

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%%UTYPICAL

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%%UHOUSE

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%%UPLAN

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INTERIOR ZONE 4 PRESSURES

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5'-0"

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WIDTH = ______

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END

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ZONE

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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)

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SHEATHING SCHEDULE

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FLOOR

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N/A

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EXTERIOR STUD WALL

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ROOF

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EXTERIOR CEILING AND SOFFIT

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

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

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

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

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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.

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

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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.

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1-HTWM16 or 20

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2-LUGT2

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HGT-2/3

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2-HTWM16 or 20

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CONNECTOR

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1-HTWM16 or 20

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RETROFIT STRAPS TO CONCRETE/MASONRY

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TO 9790

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TRUSS UPLIFT (LBS)

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TO 1145

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TO 4520

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TO 2290

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TO 3610

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TO 1145

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@ 24" OC

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HTT16

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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW

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EPOXY 12" EMBED WITH USP SET.

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16-16d, 7-~4"x2~4" CONCRETE SCREW

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18-10d, ~0"~D ALLTHREAD, DRILL

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& EPOXY 10" EMBED w/ USP SET.

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TWO ~w"~D ALTHREAD, DRILL &

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8" MASONRY

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

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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.

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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES

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+33.5 -36.3

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INTERIOR ZONE 4

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

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+33.5 -36.3

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16' OR 18' GARAGE DOORS

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TYPICAL WINDOWS & DOORS

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8' OR 9' GARAGE DOORS

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TYPE

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SOFFIT

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+28.2 -31.5

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+29.4 -33.3

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+33.5 -44.8

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END ZONE 5

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+33.5 -44.8

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S-3

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DWB/GH

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DWB

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07/02/19

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VARIES

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DR11017

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SHEET OF 4

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BUILDER:

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(239) 549-4554

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CA# 8829

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STRUCTURAL

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SYSTEMS

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OF NORTH FLORIDA

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MODEL 2225 L

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APPROVED ISOLATION PLATE

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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3

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

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12

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

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

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%%UFULL HEIGHT WALL SECTION

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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3

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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER

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ROOF SHEATHING, SEE SCHEDULE 2/S-3

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5

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TRUSS BEARING

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SEE PLAN

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3" CLEAR COVER TO REINFORCING

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EMBED DOWELS 5" WITH 10" STD HOOK

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MONOLITHIC FOOTING, SEE PLAN

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DOWEL TO MATCH WALL REINFORCING, LAP 25"

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

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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS

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LADDER STYLE JOINT REINFORCING @ 16" O.C.

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

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%%UKNEEWALL @ ENTRY 'L'

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+9'-4"

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HTA16-18 AT LOWER TRUSS

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MASONRY WALL & BOND BEAM, SEE PLANS

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B01 OR B02 TRUSS

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MSTAM24 @ 32" OC

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2x4 DOUBLE TOP PLATE w/ SPTH4 @ 16" O.C.

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ROOF SHEATHING PER SCHEDULE 2/S-3

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MTW16 STRAP AT UPPER TRUSS

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TRUSS D1

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+13'-11"

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2x4 SPF #2 @ 16" OC

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WALL SHEATHING PER 2/S-3

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2

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4

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S-4

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REVISIONS

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BY

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SHEET

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SCALE

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DATE

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CHECKED

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DESIGN/DRAWN

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DWB/GH

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DWB

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07/02/19

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VARIES

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DR11017

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SHEET OF 4

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BUILDER:

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(239) 549-4554

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CA# 8829

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STRUCTURAL

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SYSTEMS

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OF NORTH FLORIDA

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MODEL 2225 L

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ProBuild-D - C:MiTekjobs 5 L 160 C 5 L 160 C LOT 175 MODEL 2225 LL...10'-4"tray 10'-4"tray...

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Transcript of ProBuild-D - C:MiTekjobs 5 L 160 C 5 L 160 C LOT 175 MODEL 2225 LL...10'-4"tray 10'-4"tray...