This form shall be completed and submitted with Application Documents

Owners Name P.I.D.

Project Address

Design Professional Phone Fax

Contractor Phone Fax

Applicable Codes

Building Code Florida Building Code 2017 Residential Volume List all the Manufacturer / FL Product Approval /

Mechanical Code Florida Building Code 2017 Residential Volume NOA #'s on the attached chart.

Plumbing Code Florida Building Code 2017 Residential Volume

Electrical Code NEC 2014 / NFPA 70

Accessibility Code Florida Building Code FACBC 2017

Energy Code Florida Building Code Residential Energy Efficiency 2017

Method of Design per R301 / Residential Volume

Other

Other

m.p.h. R301.2 (4)

Exposure feet

psf

Section R301.4 / R301.5 / R301.6 psf

p.s.f psf p.s.f

p.s.f Please Show Design Pressure p.s.f for Worst Case ONLY

Components and Cladding Design Pressures:

Z1 p.s.f. Z3 p.s.f. Z5 p.s.f.

Z2 p.s.f. Z4 p.s.f. a= edge distance

Misc. Notes Area Tabulation Living SF / Conditioned Space Garage SF / Garage

Lanai SF / Lanai Entry SF / Entry Storage SF / Storage Other SF / Other

Signature Date Architect / Engineer

Seal

Residential Data Summary Worksheet / Revised / April 2018

I certify to the best of my knowledge and belief, these plans and specifications have been designed to comply with the structural portion of the BuildingCode for wind and gravity loads as amended and enforced by the permitting jurisdiction.

Live Load

WINDOW & DOOR WINDDesign Wind Speed

Importance Factor

Garage Doors Dead Load

Floor Design

Wind Debris Area

Roof Design

4970 City Hall Boulevard

North Port, FL 34286

Phone (941) 429-7044 Fax (941) 429-7180 Email: bldginfo@cityofnorthport.com Inspections (855) 941-4636

Neighborhood Development Services

Structural Forces

PRESSURE DESIGN LOADING

Live Load

RESIDENTIAL DATA SUMMARY WORKSHEET

Construction Type

Total Square Footage

Doors

Mean Roof Height

Windows

Dead Load

IV V

FBC 2017 / Residential Volume

MAF Guide

AF&PA (WFCM) ASCE 7 - 10 AISI (COFS/PM) ICC 600

Yes

No

B

C

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

10'-4" Tray

EXPOSED TO WIND

EXPOSED TO WINDU:2593

U:1480

U:1036 U:1160

U:1168

A

A01

A02

A03

A04

A05

A06

A07

A08

HJ1

0

HJ10A

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5A

CJ1

CJ3

CJ5A

A09

A11

A14

A15

A16

A17

A18

A19

A20

B03

B04

B05

HJ1

0

HJ10C

J1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

CJ1

CJ3

CJ3A

D5

D6

HJ8HJ8

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

CJ1

CJ3

D7

D8

D9

E1

E2

HJ8

A

CJ1

CJ3B

CJ1

CJ3

HJ8A

CJ1

CJ3B

CJ1

CJ3

A12(4)

A10(5)

EJ7(12)EJ7A(4)

EJ7(6)

A11(2)

A13(4)

EJ5(3)

EJ5A(4)

1-06-00

78-06-00

80-00-00

70-08-00

9-04-00

80-00-00

21-02-00 5-10-00 13-00-00

40-00-00

19-00-00 21-00-00

40-00-00

1-04-00

5-09-08

5-00-00

6-00-00

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

2-08-00 10-00-00

2-08-00

11-06-00

13-00-0012-00-00

7-02-00

17-00-00

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

3-04-00

6-00-00

4-08-00

2-01-00

2-11-00

5-09-08

3-09-08

3-09-08

5-09-08

2-00-00

1-07-00

2-00-00

2-00-00

3-09-08

2-00-00

2-00-00

2-00-00

1-01-00

2-00-00

2-00-00

(1) PLY FLR. TRUSSCORNER HIP

HGUS28-3

960

0

0

G

0

9100

HTU28

765

0

0

N/A

2385O

R

Q

HGUS210-4

D

F

B

SIMPSON ROOF AND FLOOR TRUSS HANGER SCHEDULE

0

THJA26

SUR210

H

2435

0

0

HGUS26-2

LUS24

0

2680

I

C

R

HGUS26-3, HGUS28-3HGUS28-4 SIMILAR

0

7460

3235

CORNER HIP

HTU26, HTU28

M

HHUS46

(3) PLY

N

P

2155

3410

0

1250

2980

HTU26-2

865

0

C

0

3235

0

0

N

765

0

G

HJC26

865

0

0

4310 / 4680

0

1760 L

M

HGUS26-3

1440L

K

Q

3600

ID

1550

9100

2790

1250

490

1840

0

1855

I

0

0

2940

2940

N/A

(1) PLY

1055

0

HU26 A

E

0

1250 / 1555

1530 / 3485

QTY/RF

A*

0

1855

SYMBOL

1440

SUL26

P

THA422, THA426THAC422 SIMILARHJC26

3820

2155

HHUS46

0

A

0

0

THA422

5320

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

895

B

UPLIFT

A*

QTY/FL

5230

S

1760

3265

(1) PLY

1515 / 2175

D

J

(1) PLY FLR. TRUSS(2) PLY

0

2435

0

MODEL

HTU28-2

1235 / 2140

2245

LUS24

SUR26

FLOOR

3820

SUL210

4355

S

0

2245

7460

O

4355

7460

4095

2245

2245

3895 / 4680

725

1

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

J

THA426

E

THJA26

0

N/A

THAC422

1055

H

0 F

0

ROOF

0

1855

3200 / 3600

HGUS28-2

K

7460

N/A

5

6-3/16"

2x4 T.C. MIN.

14 1/2"CANT.

12

TYP. ROOF TRUSS END DETAIL

8" BRG.

N.T.S.

TILE ROOF

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 ByBuilders FirstSource.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. Updated Block. 04/07/17

REVISIONS:

4.

3.

1. Remove Interior Bearing 09/15

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: 14 1/2"

END CUT: Plumb

CANTILEVER: 14 1/2"

TRUSS SPACING: 24"

BUILDING CODE: FRC2017

55

5

40

1.00

10

.

CITY: .

.

SCALE:

MODEL:

ADDRESS:

PLAN DATE:

SUBDIVISION:

JOB # :

2431 M

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

DRAWN BY:

BUILDER:

DATE:

MASTER

PROJECT:

D.W.

03/06/18

LOT / BLOCK:

2431 M LH

.

03/14/14

DR. Horton

06-15-20DATE:

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