STANDARD PLANS for RESIDENTIAL STORAGE BUILDINGS or...

STANDARD PLANS

for

RESIDENTIAL STORAGE BUILDINGS

or

SHEDS

The City of Palm Coast Building Department is pleased to announce a program for home owners who wish to build their own storage building or shed. The Department's Plan Review staff as developed a typical design which can be used to construct a wood framed building with a maximum width and length of 10 feet and a maximum height, at the roof peak, of 12 feet. The plan provides options for placing the building on a concrete slab or an anchored wood floor system, placing door(s) and/or window(s) in the walls and allowing you to choose the finish material to be applied over the exterior structural sheathing.

DEVIATIONS FROM THIS PLAN ARE NOT ALLOWED

The plan is simple, easy to read and provides many details and notes to guide a person with basic knowledge of construction through the project.

Revised 2/20

BUILD - A - SHED

Standard Details for Wood Framed Sheds

Index to Drawings

Description

Cover Sheet

General Notes

Foundation Plan (Option 1)

Wall Section

Enlarged Details

Floor Framing Plan (Option 2)

Cable Tie Down Details

Floor Framing

Wall Framing

Framing at Door Opening

Framing at Window Opening - Sidewall

Framing at Window Opening - Endwall

Connector Details

Ridge Beam and Collar Beam Details

Roof Framing Plan

Nailing Pattern

I Wood Framed Sheds I Cover Sheet

Drawing No.

C-1

G-1

A-1

A-2

A-3

AA

A-5

A-6

A-7

A-8

A-9

A-10

A-11

A-12

A-13

A-14

I Dwg. Number: C-1

City of Palm Coast160 Lake Ave Suite # 137

Palm Coast, Fl 32164386-986-3780

Revised 2/20

General Notes

1. Prescriptive design parameters are according to the 2017 Florida Building CodeSection 1609.1 Exception No. 2 and the American Wood Council Wood FrameConstruction Manual 2015 edition.

2. Wall sheathing shall be exterior grade wood structural panel with a minimumthickness of½ inch if installed horizontally with long dimension on verticalstuds 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 24" on center.

5. Window openings are optional, locations are at the center of the wall. Width ofwindow 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 4".

7. Jack studs to support headers on window and door openings up to 4ft wide shallbe made of 1-2" x 4" located at each end of the header.

8. Roof rafter spacing shall not exceed 24" on center.

9. Collar ties (collar beams) of nominal 2"x 4" lumber shall be located in the upperthird of the attic space and attached to rafters with a minimum of 2-1 0d commonnails at each end.

10. Roof sheathing shall be a minimum of7/16" thick of wood structural panel andshall be installed with the long dimension across the rafter supports. Edges of all7 /16 inch roof structural panel supported at 24" on center, shall be supportedwith blocking or edge clips.

11. Roof structural panel shall be attached to supports with Sd common nails or 1 0dbox 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.

I Wood Framed Sheds I General Notes I Dwg. Number: G-1 I

1 ENTER D!MENS!ON (10'·0" MAXIMUM) 1

01'/TER ElEVA11ON TYPE, FRONT, RIGITT, REAR OR LEFT

ENTER DIMENSION (10'·0" MAXIMUM}

@ER ELEVATION TYPE: FRDNT, RIGHT, REAR OR LEFT

SHED ELEVATIONS INSTRUCTIONS:

12'-0" maximum

_!, _____ � 1 ENTER DIMENSION (10"·0" MAXIMUM) 1

NTER ELEVATION TYPE: FRONT, RIGHT, REAR OR LEFT

NTER. ELEVATION TYPE: FRONT, RlGl-ff, REAR OR LEFT

STEP 1: IDENTIFY ELEVATION TYPE FOR EACH ELEVATION (FRONT, RIGHT, REAR AND LEFT)

STEP 2: SKETCH WINDCW 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 (ashpahlt shingles, metal panels) __________ _

STEP 5: IDENTIFY COtORS OF WALL MATERIAL, TRIM, DOORS, WINDOWS AND ROOF ON COLOR AND MATERIAL SHEET.

,c--- 2X4 BOTTOM PLATE 1/2" MIN

ANCHOR BOLTS @ 30" 0/C

• • •

•

' ill

I

• 2

I 0 �

• • II

• L _______________ J

.1-,.-____,,__ t') I

•

6" Max. From Opening

L=10'-0" MAX.

THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.

OPTION 1

•

6" Max. From Opening 1'-3'

DETJ.L NIJMBER:

SPEC. NUMBER:

SLAB ON GRADE = 1---'-=----'--='-------"----'----=----"'-----r 3/8" -.1 • -o" OATE: RE'ASION OATE:

A-1

WOOD RAMED

SHEDS FOUNDATION PLAN 12/14/04 3/15/05

DRAWN BY: APPROVED BY:

ANGEL

1,---�---APPROVEO-ROOF!NG

MATERIAL

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ELEV;,8,';0'.':"riiir:i�

•2-XA sorroM•PlATE Wiift:•-X,8" "KNCH.difBOLtS-.@:30". Oc,.

�-----�•ANCHORS

----4':CONC,SLAB:Wf

6X6. W1�4XW1.4W,W:F.

---.T-ERMITE-TREATED ,$0ll

I 4" • T9PQfSLAB

STANDARD DETAIL

STANDARD DETAIL WOOD FRAMED 1;4•.,,·�ct

SH_E_D_s_--------'-----------..J... ... _-_,,---·=··--,,.,_""""'_'""' _ __,----W,ALL SECTION -- 1211410-t --- - - - .3/15/os

ANGEL


'APPROVEO"ROOF!NG--------� MATERIAL

SlMP:S.◊N:H;%_¢R'H,1 H_uk�1P��-s cu�·i�/(I_R_tj'$S;: _ {N_a,IIS itjtq Q1)t11'fop:_p·1a�S).

i.�;(6'1 P,T FA�GIA,--�.i-,......21.,c2'-••U

1-2

WALL TO ROOF DETAIL

_,.,------tx;;4)>r_ijQTfS)r11r PLATE i'{ff!$AL· .. C:ON·N _et;Jci.� _R$P� , , . . -S:r.!Jrtt.{;>:$1NG(E

l;!,bt"TO�,(PLA'rE \N/f:Xe"-ANCHO� BOlr-s·:_@'c30"iOCc

.THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.

woo.p FRAMED SHECJS

.·: . :1��i-� �� · $ .✓, .. ,,, ""

-,_ ,/('··--.. • •' �c.d�.

-!,�:✓:r-��t ... : ; ::: ;�[L:fVAP0It·�RJ{l.E.�

.FOUNDATION DETAIL

.SPLICE DETAIL FOR #5 BAR . SCALE= ·3/4''=1':(J,

OEIM... �

STANDARD DETAILS

E.NLARGED DETAIL �/15/05

5/8" WOOD STRUCTURAL PANEL ON FLOOR---NAILED TO FLOOR JOIST AND BLOCKING WITH 8d COMMON NAILS2"X4" TYPICAL BLOCKING UN DERN EA THPLYWOOD JOINTS NAILED TOFLOOR JOIST WITH 2-16d COMMON NAILS 24"

(f)

'

(f)

(f) 2

0 (f) �

II '

3,:: (f) �

I I

I I

I I I II I I II I I I

24"

--��-- ---------- -H---� 1 I I I i---2"X6" BAND JOIST

l===i=f+':=::::::;;:=====i=ili=ill===l N Al LED TO FLOORN�

2"X6" FLOOR JOISTS L= 10'-0" MAX


OPTION 2

WITH 3- 16d COMMON NAILS.

DETAIL NUM8£R:

SPEC. NUMBER:

WOOD FRAMED SH DS

<---------------! 3/8"-1'-0"

FLOOR FRAMING PLAN OATS '''"""'"''

12/14/04 3/15/05 DRAWN BY: APPROVED BY:

ANGEL

2" X 4" TYPICAL VERTICAL STUDS @16"0.C.

2" X 6" BAND JOIST -�--SECURED TO FLOOR JOISTS

WITH 3-16d COMMON NAILS

2" X 4" BOTTOM PLATE---� NAILED TO FLOOR JOISTS WITH

TO 2-16d COMMON NAILS

16 FASTENERS 8d COMMON NAILS

(H6) STUD TO BAND JOIST

SCALE= N.T.S.

1· 2" X 4" VERTICAL STUD 12"0.C.

�-�----2" X 6" TYPICAL FLOOR JOISTS 16"0.C.

H6 SIMPSON -------------,--�-::-"-IJ TYPICAL CONNECTOR


STANDARD

OETA!L NUMBER:

D E T A I L SPCC. """'"'

A-6

b==�, --------'"'-"""-! w'OOD FRAMED

SHEDS f------------------1

FLOOR FRAMING DAT£: REVISION OATE:

12/14/04 3/15/05 DRAWN fr(; APf'ROVEO m'l

ANGEL

FULL HEIGHT STUD

TYPICAL RSP4"-s::-----------'"'ii�("'--STUD TO SINGLE

BOTTOM PLATE


DOUBLE TOP PLATE

'----=P!CAL RSP4 CONNECTOR STUD TO DOUBLE TOP PLATE

DETAIL NUM6ER1

A-7

STANDARD w□□ D

SHEDS

FRAMED

w'ALL FRAMING 12/14/04

ORAWN En': APPROVED En':

ANGEL

3/15/05

FULL HEIGHT STUD

THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS

FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS

ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1

EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD

FRAME CONSTRUCTION MANUAL 2015 EDITION.

l,ce-• 2-2"X4"

(OPENING 4'-0" MAX

STANDARD

DOUBLE TOP PLATE

(2) TYPICAL RSP4 STUD TO DOUBLE TOP PLATE

DETAIL NUMBER:

D E T A I L "" """"'"A 8

w□□D FRAMED

SHEDS

b------..$l""4 e-------------------""'-''

FRAMING AT DOOR OPENING k.,�m-,----�""'=si,�,�M�m;,------l

12/14/04 3/15/05 DRAWN BY: APPROVED BY:

ANGEL

FULL HEIGHT STUD

DOUBLE HEADER 2 2"X4"

(OPENING 4'·0" MAX.)

�------DOUBLE TOP PLATE

'-------- (2) TYPICAL RSP4 STUD TO DOUBLE TOP PLATE

(1) TYPICAL RSP4 ....:::'-ss:-------...:i:KSTUD TO SINGLE

BOTTOM PLATE

THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR

120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO

THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2

AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION

MANUAL 2015 EDITION.

STANDARD D E T A I L SPEC. "°'""' A-9

w□□D FRAMED

SHEDS

b==,-------='1t:1.J 1--------------------, 3/8'=1'-0'

FRAMING AT \./INDO\./ OPENING

SIDE\./ALL

DATE: RE'ASION OATE:

12/14/04 3/15/05 OMWN BYl APPRovt:O 8'1':

ANGEL

FULL HEIGHT STUD

TYPICAL RSP4 STUD TO SINGLE

BOTTOM PLATE

THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS

FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS

ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1

EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD

FRAME CONSTRUCTION MANUAL 2015 EDITION.

DOUBLE HEADER 2-2"X4"

(OPENING 4'-0" MAX,)

DOUBLE TOP PLATE

USP BP SERIES WASHER

OETAll NU�!lffl:

A-10

w□□ D FRAMED

SHEDS

STANDARD DETAIL s,ec. ,o,SER,

I------------------IL_,-,-3-1_s_•-=1-'--o-.-------"S>MJ

"-1'OA-no~.----�, .. =sioo=

OA�

n:�,------j

FRAMING AT \./INDO\./ OPENING

END\./ALL 12/14/04 3/15/05

CRAWN BY: APPROVED BY:

ANGEL

Simpson Strong-Tie H1 10 FASTENERS 8d COMMON

(H1) ROOF DETAIL

N.T.S.

00

00

NAILS

r--....-1� �0 0 t-·---../4�

0

Stud to Bottom Plate Simpson Strong-Tie RSP4


(1) TYPICAL RSP4STUD SINGLE BOTTOM PLATE

N.T.S.

THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD

PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN

PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE

SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD

COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.

RAFTERS NOTCHED AT

Simpson Strong-Tie H3 8 FASTENERS 8d COMMON NAILS

TOP PLATE (BIRD MOUTH CUT) (H3) ROOF DETAIL

N.T.S.

f-------JO

oo

oo

Stud to Double Top Plates · Simpson Strong-Tie

RSP4

N.T.S.


(2) TYPICAL RSP4STUD TO DOUBLE TOP PLATE

N.T.S.

OUAJL NUMBl:'.R:

STANDARD DETAIL SPEC, NUM8ER:

A-11

WOOD FRAMED

SHEDS f-----------------------,

=

· N.T.S.

CONNECTOR DETAILS DATE: fID/ISION DATE:

12/14/04 3/15/05 DRAWN 8Y: N>PROVEO 8Y:

ANGEL

2"X4" RAFTER

2-2"X8" NAILED TOGETHER USING2-16d COMMON NAILS EVERY 12"

TYPICAL H3 CONNECTOR

INAL SIZES)

RIDGE BEAM

OLLAR TIE (COLLAR BEAM) (LOCATED IN UPPER THIRD OF ATTIC SPACE) (2" X 4")

"-----��-------=::..,.---2'>-....._

2"x4" RAFTER TIE LOCATED INTHE LOWER THIRD OF ATTIC SPACE

L=1 O' --0" MAX.


WOOD FRAMED

SHEDS

DETAIL NUMBER:

STANDARD DETAIL A-- 12

SPEC. NUMBER:

SCALE• �--------------f 3/s"-1'-o"

RIDGE . BEAM AND ""''12/14/04 RE',lSONDAlE,3/15/05

COLLAR TIE DETAIL OAAWN 8Y: N>PROVEO SY:

ANGEL

8d COMMON NAILS OR

( 6" O.C. AT EDGES

s 12" O.C. INTERMEDIATE

1 Od BOX NAILS

ROOF SHEA THING ----�

L= 10'-0" MAX


�-- RAFTERS 16" O.C.

X <(

'o I

0 �

II 3:

RIDGE BOARD

OETAIL NUMBER:

STANDARD DETAIL SPEC""""'"

b.,.,

=,-----___,:,r,!M..If--------------f 3/8"-1'-0" WOOD FRAMED

SH OS ROOF FRAMING PLAN "'"'12/14/04 """°""'"''311s;osPRAWN BY:

L

4'

6" 6"

8' 8'

TYPICAL BLOCKING

. 16"

TYPICAL FLOOR JOISTS

FLOOR PANEL 8'

ROOF PANEL TYPICAL ROOF RAFTERS

TYPICAL-----+--BLOCKING

4'

WOOD FRAM D

SHEDS

16"

6"

WALL PANEL

OEf�L NUld8ER:

A-14

NAILING PATTERN SPEC. NUldSER:

=

1---------------1 3/8"-1 '-0" DATE: REVISION DATE: .

WOOD STRUCTURAL PANELS DRAWN BY: N>PROVID BY:

STANDARD PLANS for RESIDENTIAL STORAGE BUILDINGS or...

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