Shed Permit With Design

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STANDARD PLANS

FORRESIDENTIAL STORAGE BUILDINGS

OR

SHEDS

The City of Ft. Walton Beach Building and Engineering Services Department has

established a program for a homeowner who wishes to build their own storage building orshed. The Building Department plan review staff has designed a typical design for the

construction of storage buildings or sheds. The building built by standard wood frame

construction with a maximum width and length of 10 feet and a roof peak height of no

more than 12 feet under this design. This standard design allows for the building to beplaced on a concrete slab or an anchored wood floor system, with doors and/or windows

placed in the walls. This design will allow you to choose the finish material with correct

Florida Produce Approval number and approved by the Land Development Code to beapplied over the exterior structural sheathing.

ANY DEVIATION FROM THIS PLAN WILL NOT BE ALLOWED UNLESSPRIOR APPROVAL IS OBTAINED FROM THE BUILDING OFFICIAL.

This plan is guideline for a person with basic knowledge of construction through theproject, with easy to read instruction and details.

For question or more information call Cathy Ducharme at 850-833-9605



BUILD-A-SHED

STANDARD DETAILS FOR WOOD FRAMED SHEDS

Index to Drawings

Description Drawing No.

Cover Sheet C-1

Site Plan G-1

General Notes G-2

Shed Elevations A-1

Foundation Plan (option 1) A-2

Wall Section A-3

Enlarged Details A-4

Floor Framing Plan (option 2) A-5

Cable Tie Down Details A-6

Floor Framing A-7

Wall Framing A-8Framing at Door Openings A-9

Framing at Window Opening- Sidewall A-10

Framing at Window Opening- Endwall A-11

Connector Details A-12

Ridge Beam and Collar Beam Details A-13

Roof Framing Plan A-14

Nailing Pattern A-15

Wood Framed Sheds or Storage Buildings



General Notes

1. Prescriptive design parameters are according to the provisions of section

R301.1.1, Florida Building Code - Residential 2007.

2. Wall sheathing shall be exterior grade wood structural panel with a minimum

thickness of or a minimum thickness of 19/32 inch if installed vertically on studs.

3. Exterior wall vapor barrier, siding or finish is optional.

4. Wall studs spacing shall not exceed 16" on center.

5. Window openings are optional, locations are at the center of the wall. Width of

window opening shall not exceed 4 ft.

6. Header lumber for window and door openings up to 4 ft wide shall be made of 2-

2" x 6".

7. Jack studs to support headers on window and door openings up to 4ft wide shall

be made of 1-2" x 4" located at each end of the header.

8. Roof rafter spacing shall not exceed 16" on center.

9. Collar ties (collar beams) of nominal 2"x 4" lumber shall be located in the upper

third of the attic space and attached to rafters with a minimum of 2-10d common

nails at each end.

10. Roof sheathing shall be a minimum of 7/16" thick of wood structural panel and

shall be installed with the long dimension across the rafter supports. Edges of all

7/16 inch roof structural panel supported at 24" on center, shall be supported

with blocking or edge clips.

11. Roof structural panel shall be attached to supports with 8d common nails or 10d

box nails and spacing shall not exceed 6" on center.

12. Roofing material, windows and doors shall have a Florida product approval andshall be installed according to manufacturer's specifications.

City of Fort Walton Beach

G E N E R A L N O T E S

A P R I L 1 9 , 2 0 1 0

Engineering Department

D R A W I N G #G-2S C A L E 1 ' ' = 1 ' B L I

P:\Engineering-CD\STANDARD_DRAWING\STANDARD PLANS-SHEDS.dwg

W O O D F R A M E D S H E D S



ENTER DIMENSION

ENTER ELEVATION TYPE: FRONT, RIGHT, REAR OR LEFT1

123 MIN


ENTER DIMENSION


ENTER DIMENSION ENTER DIMENSION


SHED ELEVATIONSINSTRUCTIONS:

STEP 1. IDENTIFY ELEVATION TYPE FOR EACH ELEVATION (FRONT, RIGHT, REAR AND LEFT)STEP 2. SKETCH WINDOW AND DOOR OPENINGS ON EACH ELEVATIONS. DENOTE SIZE OF EACH

STEP 3. IDENTIFY WALL COVERING MATERIAL(S) TO BE USED (VINYL SIDING, HARDIBOARD, STUCCO, ETC.)STEP 4. IDENTIFY ROOF MATERIAL COVERING TO BE USED (ASPHALT SHINGLES, METAL PANELS)STEP 5. IDENTIFY COLORS OF WALL MATERIAL, TRIM, DOORS, WINDOWS AND ROOF ON COLOR AND MATERIAL SHEET

MAXIMUM


E L E V A T I O N S

A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-1S C A L E 1 ' ' = 1 ' B L I





L=

W =

1 ' -

3

"

2

' -

6

"

1'-3"

1A-3

2X4 BOTTOM

PLATE 1/2" MIN

ANCHOR BOL TS

@ 30" O/C

6 " MAX .

F ROM O PEN ING

6" MAX. FROM OPENING


O P T I O N 1 - S L A B O N G R A D E

A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-2N O T T O S C A L E B L I



F O U N D A T I O N P L A N



T R U S S B E A R I N G

E L E V . 8 ' - 0 " m i n .

1 " x8 " P . T . F ASC I A

1 2

8 "

2 # 5 r e b a r

3 " M I N . C O V E R

R O O F R A F T E R S

T O P O F S L A

1 2 "

2 0 "F IN I S H G R A D E

3

1 2

A N C H O R S

R O O F S H E A T H IN G

V E R T IC A L S T U D S 2 X 4 @ 1 6 " O .C .

4 "

STANDARD DETA ILSCALE= 1/4"=1'-0"

T E R M I T E T R E A T E D

S O I L

4 " C O N C . S LA B W /

6 X 6 W 1 .4 X W 1 . 4 W .W .F .

2 X 4 B O T T O M P L A T E

W / 1 /2 " X 8 " A N C H O R

B O L T S @ 3 0 " O C .

1 / 2 " M I N . W O O D S T R U C T U R A L P A N E L

I N S T A LL E D H O R I Z O N T A L L Y

S IM P S O N H 3 O R H 1

H U R R I C A N E C L IP

E A T R U S S .

(Na i ls i n to bo th top p l a te s )

A P P R O V E D R O O F I N G

M A T E R I A L

D O U B L E T O P P L A T E

( 2 " X 4 " )

1

A-4

1

A-3

2

A-4 City of Fort Walton Beach

W A L L S E C T I O N

A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-31 / 4 " = 1 ' - 0 " B L I





1 " X 6 " P . T . F A S C I A

1 2

R O O F R A F T E R S

3

1 2 "

2 0 "

2 # 5 R E B A R

3 " M I N . C O V E R

8 "

1 2 "

R O O F S H E A T H I N G

6 M I L S V A P O R

B A R R I E R

2 8 "

2 8 "

4 "

4

A-4

FOR #5 BARSCALE= 3/4"=1'-0"

S T A N D A R D H OOK S

2

A-4

FOUNDAT ION DETA IL

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

3

A-4

SPLICE DETAIL FOR #5 B ARSCALE= 3/4"=1'-0"

1

A-4

W ALL TO ROOF DETA I LSCALE= 3/4"=1'-0"

2 X 4 P T B O T T O M P L A T E

W / 1 / 2 " X 8 " A N C H O R

B O L T S @ 3 0 " O C .T Y P IC A L C O N N E C T O R R S P 4

S T U D T O S I N G L E

B O T T O M P L A T E

S I M P S O N H 3 O R H 1

H U R R I C A N E C L IP

E A T R U S S .

( Na i l s i n t o b o t h t o p p l a t e s )

2 " X 4 " D O U B L E T O P P L A T E

N A I L E D T O G E T H E R W I T H 2 -1 6

C O M M O N N A I L S E V E R Y 1 2 "

A P P R O V E D R O O F I N G

M A T E R I A L


E N L A R G E D D E T A I L

A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-43 / 4 " = 1 ' - 0 " B L I





CABLE T IE

D O W N

(TYPICAL)

BAND JOIST NAILED

FLOOR W ITH 3 - 16d

C O MMO N NA I LS

L=FLOOR JOISTS

1 2 " 1

6 "

1 6 "

1 6 "

1 6 "

1 6 "

1 6 "

1 2 "

1A-6

W =

24"24"

2"X4" TYPICAL BLOCKING UNDERNEATH

PLY WO O D JO I NT S NA I LED T O F LO O R

JO I ST WI T H 2 -1 6 d C O MMO N NA I LS

5 /8 " WO O D ST RUC T URAL PANEL O N

FLOOR NAILED TO FLOOR JOIST AND

BLO C KI NG WI T H 8 d C O MMO N NA I LS

2"X6"

2"X8"

2"X10"

10'-9" 9'-6"

12"O.C. 16"O.C.

14'-2"

16'-11"

12'-4"

14'-8"

#2 SYP MAXIMUM SPANSELECT

JOIST



A P R I L 1 9 , 2 0 1 0




F L O O R F R A M I N G P L A NO P T I O N 2



3

A-6

(OPT ION A )

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

3

A-6

(OPT ION B )

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

2

A-6

TYP ICAL ANCHO R

SCALE= 1" = 1'-0"

1

A-6

CABLE T IE DOW NSCALE= 1/2" = 1'-0"

2

A-6

3

A-6

4

A-6

4"X6" PRESSURE TREATED

LUMBER

3H SIMPSON TYPICAL

C O NNEC T O R

2-2 "X6" PRESSURET REAT ED WO O D

NA I LED T O GET HER

WITH 2 -16d

C O MMO N NA I LS

EVERY 1 2 '

3 0 "

5"

1/2 " EYE

TYPICAL ANCHOR

1/4 STEEL CABLE

4 "X6 " PRESSURE T REAT ED LUMBER SK I DS

ON 2 -2 "X6" NAILED TOGETHER WITH

6 " M I N .

3H SIMPSON TYPICAL

C O NNEC T O RS

5 /8 " WO O D ST RUC T URAL PANEL

TYPICAL FLOOR JOIST @ 16" O .C .

1 /2 " M IN . WO O D ST RUC T URAL

PANEL I NST ALLED HO RI ZO NT ALLY O N VERT I C AL ST UDS

VERTICAL STUDS 2 "X4" @ 16" O .C .


C A B L E T I E D O W NA P R I L 1 9 , 2 0 1 0


D R A W I N G #A-61 / 2 " = 1 ' - 0 " B L I


O P T I O N 2W O O D F R A M E D S H E D S



1 6 "

H6 S I MPSO N

TYPICAL CONNECTOR

2"X4" BOTTOM PLATE

NAILED TO FLOOR JOISTS

WI T H 2 -1 6 d C O MMO N NA I LS

2"X6" BAND JOIST

SEC URED T O F LO O R

JOISTS WITH 3 -16d

C O MMO N NA I LS

5 /8 " WO O D

ST RUC T URAL

PANEL O N F LO O R

1 - FLOOR JOIST 12 "O .C .

FLOOR JOISTS 16"

O .C .

1 -2 "X4" VERTICAL STU

12" O .C .

1

(H6 ) STUD TO BAND JO ISTSCALE= NOT TO SCALE

1 6 F AST ENERS 8 d C O MMO N NA I LS

2"X4" TYPICAL VERTICAL STUDS

@ 16" O .C .

1A-7

A-7


A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-73 / 8 " = 1 ' - 0 " B L I


F L O O R F R A M I N GW O O D F R A M E D S H E D S



TYPICAL RSP4

ST UD T O S I NGLE

BO T T O M PLAT E

F ULL HE I GHT ST UD

S I M 2

DO UBLE T O P P LAT E

T Y P IC AL RSP4 C O NNEC T O R ST UD

T O DO UBLE T O P P LAT E

4

5

3

A-12

A-12

A-12



A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-83 / 8 " = 1 ' - 0 " B L I


W A L L F R A M I N G



FULL HEIGHT STUD

DO UBLE HEADER

2-2 "X4"

(OPENING 4 ' -0 "

MAX . )


(2 ) TYPICAL RSP4 STUD

T O DO UBLE T O P P LAT E

5

A-12

4

A-12



A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-93 / 8 " = 1 ' - 0 " B L I


F R A M I N G A T D O O R O P E N I N G



F ULL HE I GHT ST UD


(2 ) TYPICAL RSP4 STUDT O DO UBLE T O P P LAT E

DO UBLE HEADER

2-2 "X4"

(OPENING 4 ' -0 "

MAX . )

S IM 2

(1 ) TYPICAL RSP4

ST UD T O S I NGLE

BO T T O M PLAT E

4

5

3

A-12

A-12

A-12



A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-103 / 8 " = 1 ' - 0 " B L I


F R A M I N G A T W I N D O W O P E N I N GS I D E W A L L



TYPICAL RSP4

ST UD T O S I NGLE

BO T T O M PLAT E

FULL HEIGHT STUD

DO UBLE HEADER

2-2 "X4"

(OPENING 4 ' -0 "

MAX . )


TYPICAL RSP4 STUD TO


5

A-12

4

A-12

USP BP SER I ES WASHER



A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-113 / 8 " = 1 ' - 0 " B L I


F R A M I N G A T W I N D O W O P E N I N GE N D W A L L



1

A-12

(H1 ) ROOF D ETA I LNOT TO SCALE

2

A-12

RAF TERS NOTCHED AT TOPPL ATE (B IRD MO UTH CUT )

NOT TO SCALE

3

A-12

(H3 ) ROOF D ETA I LNOT TO SCALE

Simpson Strong - TieH1

10 FASTENERS 8d COMMON NAILS

Simpson Strong - Tie

H3


4

A-12

(1) TYPICAL RSP4

STUD S INGLE BOTTOM PLATENOT TO SCALE

5

A-12

(2) TYPICAL RSP4

STUD DO UBLE TOP PLATENOT TO SCALE

Stud to Bottom PlateSimpson Strong - Tie

RSP4


Stud to Double Top PlatesSimpson Strong - Tie

RSP4




A P R I L 1 9 , 2 0 1 0




C O N N E C T O R D E T A I L S



C O LLAR T I E (C O LLAR BEAM)

(LOCATED IN UPPER THIRD

OF ATT IC SPACE) 2 "X4"

2"X4"

2"X6"

2"X8"

9'-10" 8'-11"

12"O.C. 16"O.C.

15'-6"

20'-1"

13'-6"

17'-5"

SELECT

JOIST

L=

RI DGE BEAM

RAFTER

CEIL ING JOIST LOCATED IN THELO WER T H I RD O F AT T I C SPAC E

T Y P IC AL H3 C O NNEC T O R

RI DGE BO ARD MUST BE 1 NO M I NAL

S I ZE GREAT ER T HAN RAF T ERS

8"

2"

8"

2"

1 RIDGE BEAM (NOM INAL S IZES )NOT TO SCALE

1A-13

A-13



A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-133 / 8 " = 1 ' - 0 " B L I


R I D G E B E A M A N D C O L L A R T I E D E T A I L



L=

W =

RAFTERS 16" O .C .

R I DGE BO ARD

1 2 "

1 6 "

1 6 "

1 6 "

1 6 "

1 6

"

1 6 "

1 2 "

2"X4"

2"X6"

2"X8"

10'-10" 9'-8"

12"O.C. 16"O.C.

17'-0"

22'-0"

15'-1"

19'-5"

SELECTRAFTER

SIZE

MAX. SPAN



A P R I L 1 9 , 2 0 1 0


D R A W I N G #A-143 / 8 " = 1 ' - 0 " B L I


R O O F F R A M I N G P L A N



TYPICAL

F LO O R

JOISTS

TYPICAL

BLOCKING

FLOOR PANEL ROOF PANEL

TYPICAL

BLO C KI NG TYPICAL

R O O F

RAF T ERS

TYPICAL

VERTICALST UDS

WALL PANEL

6"6"

6"

16"

8'

6" 6"

6" 6"

16"16"12"12"

12"

4'

8' 8'

6" 6" 6" 6"

4'4'


W O O D S T R U C T U R A L P A N E L SA P R I L 1 9 , 2 0 1 0


D R A W I N G #A-153 / 8 " = 1 ' - 0 " B L I


N A I L I N G P A T T E R NW O O D F R A M E D S H E D S

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