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V6 MISCELLANEOUS V4 · 2019. 11. 1. · drop gable 2x4 outlookers drop gable 2x4 outlookers partial...

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DROP GABLE 2X4 OUTLOOKERS DROP GABLE 2X4 OUTLOOKERS PARTIAL DROP GABLE DROP GABLE A1 A2 A3 A4 A5 A6 A7 HJ10 HJ10 A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1A CJ3A CJ5A CJ1 CJ3 CJ5 D1 HJ 1 0 HJ10 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 G1 AG1 G3 G2 V2 V4 V6 EJ7(9) EJ7A(5) D2(2) EJ7(2) A8(8) A16(2) A17(4) B5(3) C2(5) 60-00-00 8-08-00 1-04-00 70-00-00 4-00-00 56-00-00 10-00-00 70-00-00 13-04-00 6-08-00 20-00-00 40-00-00 16-00-00 24-00-00 40-00-00 1-08-00 1-04-00 7-00-00 1-00-00 7-00-00 1-08-00 5-04-00 10-08-00 6-08-00 13'-2" BEARING 9'-4" BEARING Hatch Legend UPLIFT HGUS26-2 HGUS28-3 0 E BOLTS MODEL 7460 MODEL 0 3485 E 0 4095 D QTY ACCESSORIES 4680 665 J SDS 1/4" x 6" 0 MODEL 1/2" WASHERS MISCELLANEOUS SYMBOL HHUS46 0 QTY 2175 C ROOF TRUSS 1/2" x 8" CARR. BOLTS FLOOR 2175 0 0 H SDS 1/4" x 4-1/2" 1/2" NUTS 4355 3x8 NAIL ON PLATES K SCREWS 895 C QTY 2790 HGUS210-4 C QTY 3x8 NAIL ON PLATES 2 PLY TYP. HTU26-2 L HTU26-2 HGUS26-2 B SPECIAL 1 PLY TYP. N 535 ID HTU28 0 THA422 G HTU26 SIMPSON CONNECTOR SCHEDULE UPLIFT E SDS 1/4" x 3" 1550 MODEL B 0 0 M ID 3235 1/2" WASHERS FLOOR TRUSS C L M 0 1/2" NUTS 0 QTY H QTY 2940 SDS 1/4" x 3" A L SYMBOL MODEL G HGUS28-2 1/2" x 8" CARR. BOLTS MODEL 0 2140 HTU28-2 MODEL 1555 HGUS26-3 HHUS46 0 2155 1855 QTY 2155 THA426 F J HGUS210-4 490 2155 3600 1855 2940 0 3600 LUS24 1555 A* BOLTS 4355 O A G 3695 0 9100 QTY 0 5320 0 MODEL A A 4550 5230 A ROOF TRUSS SDS 1/4" x 4-1/2" 4095 C N J 7460 9100 SEAT PLATES J HTU26-2 HTU26 A* D 3235 G O HGUS26-3 ROOF HTU26 SPECIAL FLOOR TRUSS 0 THAC422 F 2155 SCREWS FLOOR TYP. P ACCESSORIES E 4680 SDS 1/4" x 6" SEAT PLATES CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BEARING HEIGHT SCHEDULE 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By __________________Date_______ ROOF LOADING TCLL: TCDL: BCDL: TOTAL: DURATION: PSF PSF PSF PSF FLOOR LOADING TCLL: TCDL: BCDL: TOTAL: DURATION: PSF PSF PSF PSF VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER 20 50 20 1.25 10 2. REVISIONS: 4. 3. 1. MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF PITCH: 5/12 CEILING PITCH: 0/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: -- TRUSS SPACING: 24" BUILDING CODE: FRC2010 55 5 40 1.00 10 Caribbean Village CITY: Venice --- SCALE: MODEL: ADDRESS: PLAN DATE: SUBDIVISION: JOB # : 1804 C 1/4"=1'-0" DRAWN BY: BUILDER: DATE: Master PROJECT: D. Allen 09/15/14 LOT / BLOCK: 1804 --- 01/30/13 DR. Horton
Transcript
Page 1: V6 MISCELLANEOUS V4 · 2019. 11. 1. · drop gable 2x4 outlookers drop gable 2x4 outlookers partial drop gable drop gable a1 a2 a3 a4 a5 a6 a7 0 0 a cj5 cj3 cj1 cj1 cj3 cj5 cj1a cj1

DROP GABLE 2X4 OUTLOOKERS

DROP GABLE 2X4 OUTLOOKERS

PARTIAL DROP GABLE

DROP GABLE

A1

A2

A3

A4

A5

A6

A7

HJ10

HJ10A

CJ

1

CJ

3

CJ

5

CJ1

CJ3

CJ5

CJ

1A

CJ

3A

CJ

5ACJ1

CJ3

CJ5

D1

HJ10 H

J10

CJ

1

CJ

3

CJ

5

CJ1

CJ3

CJ5

CJ

1

CJ

3

CJ

5

CJ1

CJ3

CJ5

G1

AG1

G3

G2

V2

V4

V6

EJ7(9)EJ7A(5)

D2

(2)

EJ7(2)

A8

(8)

A1

6(2

)A

17

(4)

B5

(3)

C2

(5)

60-00-00

8-08-00

1-04-00

70-00-00

4-00-00

56-00-00

10-00-00

70-00-00

13-04-00 6-08-00 20-00-00

40-00-00

16-00-00 24-00-00

40-00-00

1-08-00

1-04-00

7-00-00

1-00-00

7-00-00

1-08-00

5-04-00

10-08-00 6-08-00

13'-2" BEARING

9'-4" BEARING

Hatch Legend

UPLIFT

HGUS26-2

HGUS28-3

0E

BOLTS

MODEL

7460

MODEL

0 3485

E

0

4095

D

QTY

ACCESSORIES

4680

665

J

SDS 1/4" x 6"

0

MODEL

1/2" WASHERS

MISCELLANEOUS

SYMBOL

HHUS46

0

QTY

2175

C

ROOF TRUSS

1/2" x 8" CARR. BOLTS

FLOOR

2175

0

0

H

SDS 1/4" x 4-1/2"

1/2" NUTS

4355

3x8 NAIL ON PLATES

K

SCREWS

895

C

QTY

2790

HGUS210-4

C

QTY

3x8 NAIL ON PLATES

2 PLY TYP.

HTU26-2 L

HTU26-2

HGUS26-2

B

SPECIAL

1 PLY TYP.

N 535

ID

HTU28

0

THA422

G

HTU26

SIMPSON CONNECTOR SCHEDULE

UPLIFT

E

SDS 1/4" x 3"

1550

MODEL

B

0

0

M

ID

3235

1/2" WASHERS

FLOOR TRUSS

C

L

M

0

1/2" NUTS

0

QTY

H

QTY

2940

SDS 1/4" x 3"

A

L

SYMBOLMODEL

G

HGUS28-2

1/2" x 8" CARR. BOLTS

MODEL

0

2140

HTU28-2

MODEL

1555

HGUS26-3

HHUS46

0

2155

1855

QTY

2155

THA426

F

JHGUS210-4

490

2155

3600

1855

2940

0

3600

LUS24 1555A*

BOLTS

4355

O

A

G

3695

0

9100

QTY

0 5320

0

MODEL

A

A

45505230

A

ROOF TRUSS

SDS 1/4" x 4-1/2"

4095

C

N

J

7460

9100

SEAT PLATES

JHTU26-2

HTU26

A*

D

3235

G OHGUS26-3

ROOF

HTU26

SPECIAL

FLOOR TRUSS

0

THAC422F

2155

SCREWS

FLOOR TYP.

P

ACCESSORIES

E

4680

SDS 1/4" x 6"

SEAT PLATES

CAUTION!!!

DO NOT ATTEMPT TO ERECTTRUSSES WITHOUT REFERRING TOTHE ENGINEERING DRAWINGS ANDBSCI-B1 SUMMARY SHEETS.

ALL PERMANENT BRACING MUST BEIN PLACE PRIOR TO LOADINGTRUSSES. (ie. SHEATHING,SHINGLES, ETC.)

ALL INTERIOR BEARING WALLSMUST BE IN PLACE PRIOR TOINSTALLING TRUSSES.

REFER TO FINAL ENGINEERINGSHEETS FOR THE FOLLOWING.

1) NUMBER OF GIRDER PLIES ANDNAILING SCHEDULE.

2) BEARING BLOCK REQUIREMENTS.

3) SCAB DETAILS (IF REQUIRED)

4) UPLIFT AND GRAVITY REACTIONS.

WARNINGBackcharges Will Not Be AcceptedRegardless of Fault Without PriorNotification By Customer Within 48

Hours And Investigation ByProBuild.

NO EXECPTIONS.

The General Contractor Is ResponsibleFor All Connections Other Than Truss

to Truss, Gable Shear Wall, AndConnections. Temporary and

Permanent Bracing, And Ceiling AndRoof Diaphragm Connections.

BEARING HEIGHT SCHEDULE

4408 Airport RoadPlant City, FL 33563Ph. (813) 305-1300Fax (813) 305-1301

IMPORTANT

This Drawing Must Be Approved AndReturned Before Fabrication Will

Begin. For Your Protection Check AllDimensions And Conditions Prior To

Approval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVE

BEEN ACCEPTED.

By __________________Date_______

ROOF LOADING

TCLL:

TCDL:

BCDL:

TOTAL:

DURATION:

PSF

PSF

PSF

PSF

FLOOR LOADING

TCLL:

TCDL:

BCDL:

TOTAL:

DURATION:

PSF

PSF

PSF

PSF

VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVALSOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER

20

50

20

1.25

10

2.

REVISIONS:

4.

3.

1.

MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADS

ROOF PITCH: 5/12

CEILING PITCH: 0/12

TOP CHORD SIZE: 2 X 4

BOTTOM CHORD SIZE: 2 X 4

OVERHANG LENGTH: 16"

END CUT: Plumb

CANTILEVER: --

TRUSS SPACING: 24"

BUILDING CODE: FRC2010

55

5

40

1.00

10

Caribbean Village

CITY: Venice

---

SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

1804 C

1/4"=1'-0"

DRAWN BY:

BUILDER:

DATE:

Master

PROJECT:

D. Allen

09/15/14

LOT / BLOCK:

1804

---

01/30/13

DR. Horton

Page 2: V6 MISCELLANEOUS V4 · 2019. 11. 1. · drop gable 2x4 outlookers drop gable 2x4 outlookers partial drop gable drop gable a1 a2 a3 a4 a5 a6 a7 0 0 a cj5 cj3 cj1 cj1 cj3 cj5 cj1a cj1

ELEVATIONS

1/4" = 1'-0"

DATE:

2-22-17

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

SUBD

IV: C

ARIB

BEAN

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LAGE

50'S

RESI

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UNIT

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H.# :

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1011

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AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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6" DECOR
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RAISED
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FRONT ELEVATION: "C"
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TILE ROOF
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5
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12
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5
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12
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FIELD FRAME 2 X 4 VERTICAL
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BLOCKING @ 24" O.C.
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1
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2
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3
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3 ZONES
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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. 13'-2" A.F.F.
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DECO
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6" DECO BAND
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(TYP)
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34 HR.
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DECO
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(2) 4080 SL. GL. DOORS
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%%u%%OREAR ELEVATION: "C" %%O
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%%U%%OLEFT SIDE ELEVATION: "C"%%O
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%%U%%ORIGHT SIDE ELEVATION: "C"%%O
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5
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12
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5
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12
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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SCORED BANDS ON ALL SIDE
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AND REAR ELEVATION TYP.
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SCORED BANDS ON ALL SIDE
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AND REAR ELEVATION TYP.
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SCORED BANDS ON ALL SIDE
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AND REAR ELEVATION TYP.
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DECO
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TYPICAL
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KEYSTONE
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RAISED
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BANDS
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RAISED
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KEYSTONE
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6" DECOR
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RAISED
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BAND
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6" DECOR
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RAISED
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BAND
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6" DECOR
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RAISED
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BAND
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BANDS
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6" RAISED
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TO GRADE
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TO FINISH FLOOR
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SIDE LITE
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3080 W/
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16'-0" X 8'-0" O.H GARAGE DOOR
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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DECORATIVE BAND
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PER ELEVATION
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
Page 3: V6 MISCELLANEOUS V4 · 2019. 11. 1. · drop gable 2x4 outlookers drop gable 2x4 outlookers partial drop gable drop gable a1 a2 a3 a4 a5 a6 a7 0 0 a cj5 cj3 cj1 cj1 cj3 cj5 cj1a cj1

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

FOUNDATION

DATE:

2-22-17

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

SUBD

IV: C

ARIB

BEAN

VIL

LAGE

50'S

RESI

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UNIT

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AutoCAD SHX Text
%%U%%OFOUNDATION PLAN:%%O "C"
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SCALE: 1/4"=1'-0"
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3'X'3 CONC.
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A/C PAD
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16'-0" X 8'-0" O.H. GARAGE DR.
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6" X12"RECESS
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F3
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A
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A
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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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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F6
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F3
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F3
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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PAD FOOTING SCHEDULE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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5'-0"
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4'-0"
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5'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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6-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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LONG WAY
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REMARKS
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-
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-
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-
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F3 W/ CURB
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F3 W/ CURB
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PAVERS BY OTHERS
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P
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SAWCUT SLAB PER
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DETAIL 5/S-1
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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W
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D
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HB.
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LT.
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WH
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3'X'3 CONC.
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A
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A
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TOP OF FOOTING -1'-4"
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P
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P
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SEE DETAIL
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 3) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 4) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 5) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 6) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 7) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-1 AND TABLE 2 ON A-6.
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%%uFOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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P
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RAISE
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FLOOR
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A/C COMPRESSOR SHALL BE INSTALLED AT OR ABOVE FLOOD ELEV.
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REF.
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RANGE
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F3
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F6A
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'F6' STEP DOWN
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2 #5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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1'-8"
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1'-0"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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ADD CURB TO
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GARAGE, SEE
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DETAIL
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8"
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F6A
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8"
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CONT.
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1-#5
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HB.
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TILE SHWR
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RECESS 3 1/2"
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ELEV @ 0'-(-4")
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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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SINK & DISP
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DW
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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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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1. DOOR SHALL BE SELF CLOSING PER R302.5.1
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2" SLOPE
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BRASS FLOOR OUTLET W/ SWITCH
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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
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HOLLOW DOT IS DOWEL INTO WINDOW SILL, OK TO FILL CELLS BELOW WINDOW WITH MORTAR IF GROUT IS NOT AVAILABLE.
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A
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A
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F3
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D R HORTON

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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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TOWEL BAR
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TOILET PAPER ROLL
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EGRESS
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A
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%%U%%OFLOOR PLAN:%%O "C"
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SCALE: 1/4"=1'-0"
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34 H.R.. "ELEV. B"
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W/ 1/2 ROUND
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B
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12" VENT S.H.
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F.G. "ELEV A"
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16'-0"X8'-0" O.H. GARAGE DR
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8080 SL. GL DR.
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%%u%%oGARAGE
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9-4" FLAT CEILING
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%%u%%oGREAT ROOM
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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25 SH. EGRESS
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2-35 SH.
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35 SH.
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W
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D
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%%u%%oDINING ROOM
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%%u%%oFOYER
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9'-4" CEILING
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%%u%%oENTRY
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13'-2" CEILING
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MIRR.
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ARCH
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HB.
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1
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3
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G
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D
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F
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E
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1
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3
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2
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3
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MINIMUM R-13 OR
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BETTER INSULATION
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12" SHELF W/ OPT CAB.
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3080 EXT.
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ESCAPE
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EGRESS
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%%u%%oBATH 2
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%%u%%oUTILITY
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DRYER
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V.T.R.
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TB
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TP
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PAVERS BY OTHERS
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5
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3
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20 MIN. FIRE RATED
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
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FIBERGLASS
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TUB/SHOWER
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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LT.
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LINEN
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4-SHLV
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WH
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ENTRY AREA ------------------------------- 37'
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GARAGE AREA ----------------------------- 408'
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TOTAL AREA ----------------------------- 2,409'
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SQUARE FOOTAGE
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TOTAL LIVING AREA -------------------- 1,804'
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LANAI AREA ------------------------------- 160
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36" X 36 A/C
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UNIT PAD
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ALTERNATE LOCATION
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W/ SITE PLAN
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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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SAFETY GLAZING
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WITHIN 24" OF
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ENTRANCE DOOR
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%%u%%oLANAI
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9'-4" FLAT CEILING
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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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2
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7
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2
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2
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2
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BF.
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5
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BF.
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5
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FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
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DOOR HEADERS
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8'-0" SWING
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6'-8" SWING
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6'-8" BIFOLD
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HEADER HEIGHT
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HEADER HEIGHT
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HEADER HEIGHT
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98 1/2" A.F.F.
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82 1/2" A.F.F.
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82" A.F.F.
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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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GUEST BATH UPPER BASE- TOP @31"
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MASTER BATH UPPER BASE- TOP @35"
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CABINET BACKING
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LAUNDRY RM. UPPER TOP @84" BASE
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KITCHEN UPPER TOP @ 54", 84" & 96" BASE TOP @35"
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MICROWAVE @ 102"
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ATTIC ACCESS
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22" X 36"
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CEILING
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CEILING
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1
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3
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GUEST HALL DETAIL
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2
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3
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DINING/FOYER DETAIL
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CEILING
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3
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3
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MASTER SUITE DETAIL
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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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5
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3
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NICHE
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TOP OF
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NITCHE
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@ 36" A.F.F.
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2
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**** NOTE: ****
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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A SEPARATE PERMIT IS REQUIRED
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FOR GAS PIPING.
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LV. = LOUVERED DOOR
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%%u%%oKITCHEN
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O.H.CABS
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AHU #1 W/
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INTEGRAL
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DISC. SW.
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9'-4" FLAT CEILING
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A/H
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3
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4
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LV.
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REF.
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RANGE
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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%%u%%oMASTER SUITE
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3
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3
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9'-4" FLAT CEILING
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2
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12" VENT S.H.
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12" VENT S.H.
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TP
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TB
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4
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3
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MIRR.
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%%u%%oW.I.C.
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LINEN
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4-SHLV
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%%u%%oMSTR BATH
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9'-4" FLAT CEILING
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3
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7
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BF.
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5
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BF.
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5
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BF.
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5
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BF.
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5
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TILE SHWR
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RECESS 3 1/2"
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5'-0" TUB
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24 SH. TEMP. OBSC.
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C
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.3.1)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.3.1
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2014 ACCESSIBLE
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HB.
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PANTRY
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4-SH
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42" HIGH
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KNEEWALL
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PLAN NOTES: 1.) KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 TOP PLATE. 2.) MEDICINE CABINETS OPENING 14x18 TOP OF MEDICINE CABINETS OPENING 14x18 TOP OF OPENING @ 72" / 5" OFF WALL. 3.) JOB MUST BE BROOM SWEPT EVERYDAY. JOB MUST BE BROOM SWEPT EVERYDAY. 4.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS. 5.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS. 7.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 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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SINK & DISP
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DW
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INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PERR302.5.1. DOOR SHALL BE SELF CLOSING PER R302.5.1
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SAFETY GLAZED
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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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HOLLOW DOT IS #5 VERTICAL IN WINDOW SILL, OK TO FILL CELLS BELOW WINDOW SILL WITH MORTAR IF GROUT NOT AVAILABLE (NO VERTICALS IN HEADER).
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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34
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HS
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1
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QTY
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D
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C
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E
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A
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B
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1
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25
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F
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G
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8080
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1
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1
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24 OBS.
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SH
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SL. GL. DOOR
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SH
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WIND
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PRESSURE
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1
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2-35
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SH
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1
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35
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SH
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7
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1/2 RND
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FIXED GLASS
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1
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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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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1
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QTY
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1
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SWING
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36
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96
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1
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2
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DOOR
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WIND
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PRESSURE
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12"
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12
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96
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1
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3
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SIDE LITE
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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4&5
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5
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4
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5
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4
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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WIND-BORNE
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DEBRIS PROTECTION
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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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/-44.8
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+33.5/-36.3
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+29.4/-33.3
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+29.4/-33.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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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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Vasd=124 MPH
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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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Vasd=124 MPH
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ELEVATION "B"
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ELEVATION "B"
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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%%u%%oDEN
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9'-4" FLAT CEILING
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NICHE
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BF.
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2-2668
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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EMBED 1-META16 AT ALL
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TRUSSES.
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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%%U8F8-1B
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%%U8F8-1B
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%%U8F16-1B/1T
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A6
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2
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TYPICAL
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S-1
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11
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STUD BEARING 2X4 SPF#2
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@ 16" O.C. W/ SPH4
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@16" O.C. TOP & BOTTOM
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1/2"X5 3/4" EXPANSION
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BOLT W/2" WASHER
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@ 32" O.C.
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1 HTS20 AT
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EACH TRUSS
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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AT ENTRY, SET ONE 8F8-1B WITH BOTTOM AT DOOR HEAD HEIGHT ADD COURSING TO 13'-2" WITH 8X8 BOND BEAM W/ 1#5.
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%%U8F8-0B
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RIDGE
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RIDGE
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RIDGE
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%%u%%oROOF PLAN:%%O "C"
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SCALE: 1/4"=1'-0"
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PLANT
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SHELF
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@9'-6"
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BOT. @ 11'-10"
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2-GABLE END BRACE
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PER DETAIL 12/S-1
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GABLE END TRUSS
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PER DETAIL 12/S-1
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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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4" MIN BEARING
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FOR LINTEL
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RIDGE
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HIP
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HIP
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HIP
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HIP
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EMBED 1-META16 AT
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TRUSSES.
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BAR. PROVIDE CORNER
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BARS PER 8/S-1
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CORNER BARS IN BOND
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BEAM PER DETAIL 8/S-1
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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%%u%%oGARAGE
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9-4" FLAT CEILING
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%%u%%oGREAT ROOM
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%%u%%oBEDROOM #3
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%%u%%oBEDROOM #2
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%%u%%oMASTER SUITE
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%u%%oKITCHEN
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%%u%%oDINING ROOM
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%%u%%oFOYER
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9'-4" CEILING
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%%u%%oENTRY
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13'-2" CEILING
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%%u%%oBATH 2
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%%u%%oUTILITY
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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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%%u%%oW.I.C.
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%%u%%oLANAI
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%%u%%oMSTR BATH
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
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GABLE END BRACING
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NOT REQ'D
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%%U8F8-0B
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WALL ABOVE WITH BOND BEAM AT TOP
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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%%U8F8-0B
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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HOOK #5 BAR INTO TOP OF BOND BEAM
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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TRUSS BEARING CONDITIONS AND
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STRAPPING IS BASED
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ON TRUSS LAYOUT PREPARED BY
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PROBUILD
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JOB # MASTER, DATED:9/15/14
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1-META16
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@ AG1
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1-META16
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@ AG1
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2-META16
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@ A1
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2-META16
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@ A1
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1-META16
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@ D1
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1-META16
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@ D1
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AG1
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A1 2-PLY
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D1
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CONNECTOR
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(2)MTS12 to 20
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(3)MTS12 to 20
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(1)MTS12 to 20
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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 SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
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(2)HTS20 to 30
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(3)HTS20 to 30
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(4)HTS20 to 30
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(1)HTS20 to 30
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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5800
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INSTALL AT ALL TRUSSES TO 840 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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1680
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2520
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840
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1450
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4350
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2900
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24-10dx1~8"
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14-10dx1~8"
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14-10dx1~8"
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14-10dx1~8"
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24-10dx1~8"
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24-10dx1~8"
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24-10dx1~8"
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FASTENER
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REV 2
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META 16 @ 32" O.C. @ INSIDE FACE OF GABLE TRUSS
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META 16 @ 32" O.C. @ INSIDE FACE OF GABLE TRUSS
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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16 SQ FT.
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2409 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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4.7%%%
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MIN AIR FLOW OF SOFFIT
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O.R.V NOT USED
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(1)HETA16 TO 40
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10-10dx1~8", EMBED 4"
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INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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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 OF WALL. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON 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 10/S-1.
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(1)HHETA16 TO 40
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(2)HHETA12 TO 22
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1810
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2235
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1985 (1 PLY)
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1900 (2 PLY)
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2500 (2 PLY)
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2500 (2 PLY)
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(2)META12 TO 40
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(2)META12 TO 40
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(2)HETA12 TO 40
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14-16d", EMBED 4"
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14-16d, EMBED 4"
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12-10dx1~8", EMBED 4"
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12-10dx1~8", EMBED 4"
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14-16d", EMBED 4"
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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1450
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@ 24" OC (LBS)
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CONNECTOR
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(1)META16 TO 40
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9-10dx1~8", EMBED 4"
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FASTENER
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REV 2
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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
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Category
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Simpson
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Pounds
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USP
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Pounds
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Misc
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H2.5A
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U=535
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RT7A
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U=565
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Truss straps
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H10A
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U=1015
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RT16A
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U=1160
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Embedded
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1-META16
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U=1450
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1-HTA16-18
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U=1625
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2-META16 (1 ply)
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U=1985
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2-HTA16-18 (1 ply)
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U=2430
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2-META16 (2 ply)
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U=1900
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2-HTS16-18 (2 ply)
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U=2800
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1-HETA20
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U=1810
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1-HTA20
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U=1870
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2-HETA20 (1 ply)
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U=2035
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2-HTA20 (1 ply)
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U=2430
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2-HETA20 (2 ply)
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U=2500
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2-HETA20 (2 ply)
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U=3170
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Twisted
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MTS16
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U=860
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MTW16
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U=1005
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HTS20
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U=1245
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HTW20
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U=1285
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HTSM16
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U=1020
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HTWM16
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U=1145
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HTSM20
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U=1020
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HTWM20
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U=1145
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Flat Straps
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MSTA12
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U=810
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MSTA12
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U=810
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MSTA18
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U=1130
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MSTA18
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U=1130
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MSTA24
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U=1455
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MSTA24
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U=1455
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MSTAM24
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U=1500
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MSTAM36
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U=1945
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MSTAM36
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U=1870
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MSTAM36
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U=1945
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Coil Straps
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CS18-R
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U=1370
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RS18-R
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U=1375
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CS16-R
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U=1705
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RS16-R
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U=1730
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Stud Straps
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SPH4
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U=1065
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SPTH4
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U=1730
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SPH6
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U=1065
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SPTH6
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U=1730
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SPH8
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U=1065
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SPTH8
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U=1730
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SP1
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U=535 (SPF)
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SPT22
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U=645 (SPF)
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SP2
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U=605 (SPF)
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SPT24
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U=970 (SPF)
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Anchors
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LTT20B
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U=1290 (SPF)
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HTT45
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U=5005 (SPF)
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HTT4 (12~6" HIGH)
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U=3640 (SPF)
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HTT45
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U=5005 (SPF)
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HTT5 (16" HIGH)
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Hangers
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HTU26
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U=670 R=2735
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THD26
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U=2265 R=2645
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LGUM28-2 SDS
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U=2435 R=8250
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LGUM28-3-SDS
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U=2435 R=8290
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HU28
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HU48
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HU410
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HUS26
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U=1550 R=2950
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HUS26
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U=1925 R=2760
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LUS26
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U=1165 R=940
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JUS26
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U=1115 R=870
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HUC28-2
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HGUS28-3
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MBHU3.56/11.25 KT
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U=1720 R=2440
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UMH358
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U=3550 R=3550
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Straps
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Straps
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CONVERSION FROM SIMPSON TO USP CONNECTORS
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LU28
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U=850 R=1335
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U=885 R=1295
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JL28
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(To Wood)
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U=3235 R=7460
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THDH28-3
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U=2665 R=7785
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(To Masonry)
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(To Masonry)
AutoCAD SHX Text
(To Masonry)
AutoCAD SHX Text
(To Masonry)
AutoCAD SHX Text
HU26
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(To Masonry)
AutoCAD SHX Text
U=290 R=1545
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U=575 R=2400
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U=1085 R=4350
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U=1810 R=5085
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U=1085 R=4350
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16" HIGH VERIFY FIT
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ON ROOF TRUSSES
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(
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)
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LGUM28-2 SDS
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LGUM28-3-SDS
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HD210
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U=2770 R=8155
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U=2770 R=8155
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U=595 R=3110
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(To Masonry)
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(To Wood)
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(To Wood)
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(To Wood)
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(To Wood)
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(To Wood)
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(To Wood)
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Model: Various
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Model:3946
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Model:2178
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Model:1519SS
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Townhome
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Model:3103
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Townhome
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Model:4377, 2583
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Model:2587
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Model:1585
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Model:4377
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Model:2587
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Model:3609, 5350
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1983
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HTT4
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U=5005 (SYP)
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HD410
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U=1305 R=5000
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HD412
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U=1305 R=5750
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HD210-2IF
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U=1305 R=5000
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HD28
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U=595 R=2000
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U=4235 (SYP)
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10~7" HIGH. USE
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WHERE FIT IS AN ISSUE
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(
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)
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U=3885 (SPF)
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U=4465 (SYP)
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HTT45
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U=5005 (SPF)
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U=5005 (SYP)
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U=4015 (SPF)
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U=4670 (SYP)
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THE FOLLOWING USP HARDWARE LISTED HAVE EQUAL OR GREATER CAPACITY THAN THE EQUIVALENT SIMPSON PRODUCT, THEREFORE THE PRODUCTS ARE DIRECT SUBSTITUTIONS WITH NO NEED TO CHECK THE VALUES. THE VALUES ARE LISTED FOR CONVENIENT REFERENCE
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THE FOLLOWING USP HANGERS MEET JOB SPECIFIC LOAD REQUIREMENTS (EVEN THOUGH SOME DO NOT EXCEED THE SIMPSON RATINGS)
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BEARING HEIGHT = 9'-4"
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BEARING HEIGHT = 13'-2"
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INTERIOR BEARING HEIGHT = 9'-4"
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ELECTRICAL

1/4" = 1'-0"

DATE:

2-22-17

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

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W
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D
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HB.
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LT.
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WH
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SCALE: 1/4" = 1'-0"
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%%U%%OFLOOR ELECTRICAL PLAN:%%O "C"
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REF.
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RANGE
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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STUB OUT FOR
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GARAGE DR OPENER
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SD
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SD
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A/C DISC
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SWITCH
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A/H
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VP
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SD
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SD
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3
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3
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3
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TO OPT.
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FLOOD
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LIGHTS
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D.B.
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GFI
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WP
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WP
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GFI
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WP
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GFI
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METER
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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VERIFY LOC.
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42 A.F.F.
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K
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P
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OPT.
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PHONE &
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CABLE BASE
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GFI
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VP
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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K
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P
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OPT.
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A/C DISCONNECT
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K
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P
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OPT.
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VP
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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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B
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B
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KEYLESS
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2' FLOU.
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N
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E
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H
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H
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H
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FAN (TYP.)
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PRE-WIRE FOR
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A
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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COACH
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LIGHT
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COACH
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LIGHT
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COACH
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LIGHT
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4' FLOU.
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B
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4' FLOU.
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SWITCH
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TO OPT.
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FLOOD
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LIGHTS
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A/C DISCONNECT
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SWITCH
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SUBDIVISION
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A/C LOCATED BY
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SUBDIVISION
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A/C LOCATED BY
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STRUCTURED WIRE
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BOX W/ 110 OUTLET
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GFI
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GFI
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3
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3
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CHIMES
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PHONE
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GFI
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GFI
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A
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A
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A
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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FAN (TYP.)
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PRE-WIRE FOR
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HB.
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GFI
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EXH
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FAN
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GFI
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E
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E
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TV
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TV
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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 2011
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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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2 RG6 CABLE
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TVI
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2 CAT5E INTERNET
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OPTIONAL SANDOVAL ONLY
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ALL BEDROOMS, STUDY AND STANDERD TV AREAS
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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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VERIFY LOC.
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A/C DISCONNECT
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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FLOOD LIGHT SWITCH
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ELECTRICAL PLAN 1804 "C"
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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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PRODUCT
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B
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C
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D
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E
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F
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G
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H
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J
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K
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N
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O
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P
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(19)
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(3)
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(X)
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(X)
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(3)
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(X)
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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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(1)
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(X)
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(3)
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(X)
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36" Avalon 4 Lt
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24" Avalon 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 Avalon
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Pendant Lights
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NOT USED
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P3269-09
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P3268-09
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P3410-30
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P4070-09
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P5815-30
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P5683-30
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P4068-09
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P3773-09
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P-5068-09
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L
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M
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(2)
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(1)
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4' Fluorescent
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2' Fluorescent
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P7183-30
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P7186-30
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BRASS FLOOR OUTLET W/ SWITCH
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A
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SINK & DISP
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DW
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GFI
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P
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P
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P
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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
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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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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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SD
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A
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A
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A
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A
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SECTIONS

AS NOTED

DATE:

2-22-17

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

SUBD

IV: C

ARIB

BEAN

VIL

LAGE

50'S

RESI

DENC

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R:

LOT:

157

UNIT

1804

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1924

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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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SL. GL. DR. JAM TO BLOCK DETAIL
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CEMENT PLASTER
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BLOCK WALL
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SCALE 1" = 1'-0"
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DOOR JAM TO BLOCK DETAIL
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WINDOW JAM TO BLOCK DETAIL
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GARAGE DOOR JAM DETAIL
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PRESSURE TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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BLOCK WALL
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CEMENT PLASTER
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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P.T. TO BLOCK
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1/2" DRYWALL W/ 1"X2"
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CEMENT PLASTER
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BLOCK WALL
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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METAL SASH
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SCALE 1" = 1'-0"
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SCALE 1 1/2" = 1'-0"
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PRECAST SILL
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PRE TABLE 2 ON A-6
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PRESS TREATED WOOD BUCK
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SILL
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METAL THRESHOLD
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SCALE 1" = 1'-0"
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EXTERIOR DOOR
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NOTE: INSTALL 2" X 4" PT. WHEN
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RMAX IS USED FOR INSULATION
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CEMENT PLASTER
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BLOCK WALL
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CEMENT PLASTER
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GARAGE DOOR BUCK PER
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DETAIL ON STRUCTURAL.
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1"X4" TRIM
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PRESS. TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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SL. GL. DOOR TRACK SEE DETAILS FROM MANFG.
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SPACE FRAMING ABOVE
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NO SCALE
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CONC BLOCK WALL
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BUCK
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2X4 PT
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CONC BLOCK WALL
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4" DIA. HOLE FOR
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INSULATION INSPECTION
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2X4 BLK.
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WINDOW BUCK PER NOTES
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SILL
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A-34
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1/2" CDX PLY
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2" APART
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1/4" X 3 3/4" TAPCON
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16" O.C.
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INSTALL BLOCKING @
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16" O.C. TYPICAL
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WINDOW OR DOOR ARCH
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IN TABLE 2 ON A-6
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PRECAST LINTEL
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BOND BEAM
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LANAI/ENTRY ROOF ASSEMBLY
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CEILING ON LANAI PER NOTE
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10 IN TABLE 1 ON A-6
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ROOF FRAMING PLAN
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STRAP AT TRUSS PER
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BOND BEAM PER
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FRAMING PLAN
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 3 ON A-6
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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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: 3/4"= 1'-0"
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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 @ 16" 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 FRAMING PLAN
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 3 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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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2" X 8" STRUCTURAL
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FASCIA W/ 2-16d NAILS
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TO EACH TRUSS
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE TABLE 2 ON A-6
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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TURER TO ENSURE THAT ADEQUATE BEARING IS
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TO THE CONTRACTOR AND DESIGNER FOR REVIEW
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AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR
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SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
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OF DIMENSIONS, MATERIALS AND CONDITIONS.
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11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO
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PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
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SURFACE FROM FLOOR TO CEILING.
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IS PROVIDED AT END REACTIONS OF ALL GIRDER
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10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
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PERMANENT INSTALLATION TO COMPLY WITH
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13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL
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BE USED WHERE SPECIFIED ON ENGINEERED PLANS
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AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
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RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED
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TO THE WEATHER SHALL BE PROTECTED BY THE
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INSTALLATION OF 26 GA., MIN., GALVANIZED STEEL
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14. SPLICES IN MULTI-BOARD CONTINUOS BEAMS SHALL
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BE ALLOWED FOR ONE BOARD ONLY PER SPAN
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AND ONLY AT THE QUARTER POINT OF THE SPAN,
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UNLESS SHOWN OTHERWISE.
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12. BRACE TRUSSES DURING ERECTION AND AFTER
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TRUSSES.
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FLASHING.
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TPI BWY-76.
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8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
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THE TRUSS MANUFACTURER'S STATE OF FLORIDA
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9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC-
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REGISTERED ENGINEER.
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4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
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AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
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SUITED FOR EACH APPLICATION. FASTENING SUBJECT
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TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
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A-153-80, OR STAINLESS STEEL.
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5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
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COMPLY WITH AISC SPECIFICATIONS.
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6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS
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7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
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WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
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WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR
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METAL PLATE WOOD TRUSSES AND ATTIC 100.
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OF SUPPORT.
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WOOD FRAMING:
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1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED
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PER NATIONAL DESIGN SPECIFICATIONS
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2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
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A. INTERIOR BEARING WALLS SPF #2
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FOR WOOD CONSTRUCTION.
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GRADES SHALL BE USED:
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15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE
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FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.
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3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO
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WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
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NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING
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MASONRY OR CONCRETE SHALL BE ISOLATED,
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PRESSURE TREATED.
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4
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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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5
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6
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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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10d COMMON @ 6" O.C. EDGE AND FIELD.
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7
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SPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/
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EXTERIOR WALL SHEATHING
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SHALL BE 7/16" THICK 'ZIP SYSTEM WALL SHEATHING' MANUFACTURED
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BETWEEN EDGES AND FASTEN WITH 8d COMMON NAILS @ 6" O.C. EDGE
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8
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BY HUBER ENGINEERED WOODS LLC. INSTALL PANELS WITH A 1/8" GAP
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AND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING SHALL
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BE INSTALLED BEHIND PANEL JOINTS. ALL SEAMS IN THE SHEATHING
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SHALL BE SEALED WITH THE ZIP SYSTEM SELF ADHERING SEAM TAPE
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USING THE ZIP SYSTEM APPLICATOR GUN. THE USUAL TYVEK HOUSE
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WRAP IS NOT REQUIRED.
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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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THE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS @6" O.C.
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EDGE AND FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS
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WITHOUT SPLITTING. RING SHANK NAILS PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER,
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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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3
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RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
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FULL ROUND HEAD, 2" NAIL LENGTH.
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INSTALL PANELS WITH LONG
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DOOR AND WINDOW ANCHORAGE
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ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
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WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
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SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
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LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
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PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
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WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
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TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
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TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
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OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
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2
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FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
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MASONRY OPENING
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WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
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AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
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BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
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POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
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INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
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WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
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(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
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STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
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@ 24" OC AND 6" FROM EACH END.
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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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B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.
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EXTERIOR BEARING WALLS,
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.3
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-1
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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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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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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6

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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 R703.8.1.1
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R703.8.1.1 - 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 also 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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DESIGN IN ACCORDANCE W/ THE 2014 RESIDENTIAL FLORIDA BUILDING CODE- 5TH EDITION
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