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taanuractured I Modnlarl BWidl�wz Mmu > plan �rtA > Plan llrt > plan Debq
Plan Tracking #
Code Version
Building Type
Municipal ,fail
.Manufacturer
Agency
Agency Plan #
School District
Contract Agency
Construction Type
Fire Protection
Fire Suppression System
Occupancy
Allowable # of Stories
Wind Velocity
Fire Rating of Exterlor Walls
Maximum Floor toad
Alternate Maximum Floor Load
Roof Load
'R" Rating. of Floor, Wall, and Roof
Modules per Building
Square Footage
Approved for Hurricane Protection Usage
Designed for use as a Hurricane Public Shelter
Comments
Original Plan Tracking #
Date of Agency Approval
Date Submitted
Date Accepted
status
StebaFacb I'publkatbm
33164
2017
Storage Sheds
No
South Country Sheds LLC
Professional Smice Industries
SCS Gable 160
V-0
B
No
Storage
1
160 mph Exposure C
0 firs
Area Live - psf Dead - psf
s0 s0 30
20 10
0,0,0
1
719 Sq. Ft.
No
No
22/21/2017
12/22/2017
01/02/2018
Accepted
aTsal pp'naaii:.dX7
1�
O
Uttowtek
9 -im
,a' psi
Uaks I Search I
0nmyoi es :: 2601 BIMi Static Rnad. Tallahnm,+a FL 32399 Plum n5P492.=
Th. Statapf Fivda k an AA/Efo einpicM. CcmnMht 2007-20t0 State of Flmda.:: pwyncv Statement::A nressl bilifr Statement :; pdnnA 5t#cmnni
Undar Florida
ono Tha emalh
addra%'Pwdso
do not want ra-re-mail address rolaasad In me ma to a
Manufactured(Modular) Bulldingr Acc ^mil
®®00-01 RR=
rand
ben. rl Y W ap Flat
You ale a llomsae
December 21, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Manufacturer: South Country Sheds; LLC
Plan Number: SCS fable 260
Dear Mr. Campbell
Intertek-PSI Tel +14073045560
17483V Street Fax +14073045561
Orlando, FL 32839 intertek.com/buiiding
Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science
Solutions, in Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the
above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 61h Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC). A signed and sealed set of plans are
maintained on file in the Third -Party Agency office of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to contact me.
Respectfully submitted,
Professional Service Industries, Inc.
Victor C. Martin, PE #82379
Department Manager
Building Science Solutions
CC: Orlando Penner —South Country Shed, LLC - ojp.scs@gmail.com
121 Intertek is a brand name representing the Intertek Group pic legal entities, including but not limited to, Intertek Y
Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ('9NTERTEK-
ATI"), and MT Group Inc. ("INTERTEK-MT" ), fff999JJJ s
www.intenek.com/building -
GABLE 160
PSI APPROVAL
2017-12-21 1—
fnNdiv,
e�.'B:�f�
ROOF SHEATHING OPTIONS:
— A- OSS OR 9.4, PLYWOOD WITH 20 YEAR CLASS
FIBERGLASS SHINGLES
— 2B GAUGE CORRUGATED METAL.(RUN ANY DIRECTION)SECURED WITH MIN. $10XI.25' SCREW W/' HEAD
3'-0' TO 40'-0"OR WASHER O 8" O.C. (ON 24 ROWS)I
CODE REVIEW
PmhssloralSMeolndmin
�eMd�ev�pVARIES
■
ti1'226LB
�
CODE I FOR TION
OODE VII6ON
_v sna
UFAMRER
a1uR+CWNMY SWDS
MOM ME,
vxe
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vie
ARE PROTEODON
NONE
FIRE SUPPRESSNIN SISrEA1
NOIA
O
I95ABLE
`*
r
OCCUPANCY
91oRA¢
NU EEA OF MORES
I
BASIC YAM SPEEDDWSURe
Vr-1
I
"+
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&
ENCLOSURE
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PRESSURE W6FlQSW
a1S
2"x4" TRUSS
O 24" O.C.
MAX,
I R
1,15
R OFAD UMD
I
ROOF LNE LOAD _
aovsF m mom PONE LOAD
FLOOR DEAD LOAD
IOASF
FLOOR LNE
eOVas
3
DFW
51• MRNO EEOOR ROOF
WA
DUUM PER EUWNO
- 1
END WA
I TRUSS
aas
END
L TRUSS
me
HUMME PROTECTUSAGE
Na
HURRICA" SHELTER USAGE
No
SQUARE FOOTAGE
1 nP s¢Fr. OR MS
RMSIONS
MOPE RI
E'
R
DESCRIPIMN
DATE
BY
I
~ED *o 201B. MDED WOR5 a EMOMCAI
+e/2/+4
we
u TED ro 2a11
a/unz
on
" TO
I ----OPTIONAL PORCH� WALL TOP PLATE 1'x4' PT, FASCIA 0"`12" OVERHANQ�
12" OVERHANG
ROOF FRAMING PLAN
2"x4' TRUSS
® 24. D.C.
OPTIONAL SIDE GABLE MAX.
DAB Fr MTI3
*ROOF SLOPE VARIES FROM 63:12 TO 8:12 MAXIMUM.
Dm"' 4/20/15
DOUBLE TRUSS AT HIP FRAMING
" TO 12' OVERHANG DESIGN �DO
MITEK #MT-20 2"x4" ALLS/DOORS N
OR EQUAL
+� IL.,,
��L—��NN�
0'-12'—I1 14•-0" MAX.—
COMMON TRUSS
(END TRUSS)
Z
g
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B
SCS—G—IGOC
BRIDGING
TO JO
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END WALL MIiEK 8Mr-20 2'x4'
OR EQUAL
VAIR..�-•---I
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Ld
—�
J
m
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APPRow. Q Na oRPANNmrt AI& NOr palm To
InDR'gLonmuDr AR%w19 ARE Not RawNsn IaR /FBO
RIBSIE
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HIP TRUSS
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W.-
HIP TRUSS
-12' OVERHANG
ROOF FRAMING PLAN
\;
O
=�L
STATE OF
�i� cis' ................
// 1 111 11 ►010
COMMON TRUSS
MOttheW T. Baldwin P.E.
Florida License #64608
HIP OPTION
LL
0
0
Sheet; FBPR-1 OF 7
2x4 TRUSS 0 24"
2x4 SOLE PLATE
FLOOR FRAMING
END ELEVATION
WITHOUT DOOR
MITEK #MT-20 2"x4"
OR EQUAL
14'-0" MAX.
OPTIONAL INTERIOR TRUSS
(LOFT SPACE)
M[TEK #MT-20 2"x4"
OR EQUAL
/ DIM 'S' (SEE SCHEDULE} �- 2"x4" STRINGER�-
0'-12 -I -✓ 14'-0" MAX.
OPTIONAL INTERIOR TRUSS
STRINGER STYLE (SEE SCHEDULE)
PSI APPROVAL 2017-12-21
)OF
OPTIONAL TOP PLATES -
2x4, 2x6, 2xB OR 202.
(1) 44 SYP #2 ON B' WIDE
OR LESS. (2) 2x6 OR (1)
46 P.T. SYP #2 SKIDS ALL
ELSE, EXTRA SKIDS ON
11'-0" AND WIDER
�l bfmmdtrn
-i TirBulGlOn
CODEREVIEW
SEE HEADER DET�2�as/osslewwam somc
Mae MOds,Z
Odondo, ~cti Mesa
alp i"enlMwper VktorG 1Mivn, PE
RF£iea]TB
2x4 ST
24" 0
DS
M
VARIE
1
VARIES 3'-0" TO 14'-0'
END ELEVATION
JOIST STYLE SCHEDULE
BRACED VS. STRINGER (SEE amour)
CHART DENOTES 'B' FOR BRACED STYLE OR DIMENSION 'S' FOR STRINGER STYLE
UNIT WIDTH
ROOF PITCH
TO 9'-0"
TO 10'—O"
TO I V-0"
TO 12'-0"
TO 13'-0'
TO 14'-0"
s3:12
B
B
B
loll
loll
1z"
4:12
B
B
to'
To"
12"
12'
5:12
10'
10"
11"
12"
12'
_
13'
6:12
12'
12"
12"
13"
13"
14"
8:12
12"
12'
13"
13"
14"
15"
12
4L_�— -M/
MITEK #MT-20 2"x4"
OR EQUAL
2"x6" BRACE
1 r-O" MAX.
OPTIONAL INTERIOR TRUSS
BRACED STYLE (SEE SCHEDULE)
• NOTE — 4:12 MAXIMUM SLOPE FOR THIS BRACED TRUSS
STYLE, SEE SCHEDULE/ OTHER STYLES FOR STEEPER SLOPES
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MottheW T. Baldwin P.E,
Q Florida License #64608
w SRea11 FBPR-2 OF 7
P.T. POST DETAILS) /-END WALL
•DO0RP49kRbPoopEpy LAg17-12-21
SEE HEADER DETAIL
vARle
//
111RIES
SEE HEADER
DETAIL
/
/
4x6 P.T. POST
6' O.C. MAX.
2x4 STUDS 0
24" D.C. MAX.
STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS
OPTIONAL* FLOOR FRAMING PLAN
WALL SHEATHING OPTIONS:
— I;" ISTHERMO SHEATHING EQUIV. WITH:
—DAMDE
ES HARDEE PANEL OR EQUN.
—JAMES HARDEE HORIZ, SIDING LAP OR EQUIV.
—6-2 run�w
J" LP SMARTSIDE OR EQUIVALENT
JAMES HARDEE PANEL OR EQUIV.
— DURATEMP SIDING
— 26 GAUGE CORRUGATED METAL SIDING(RUN ANY DIRECTION)
— NICHIPANEL OR NICHIBOARD
— THERMO—PUM BLUE (0135 THICK)WITH VINYL SIDING
END WALL
2x4 SOLE PLATE
FLOOR FRAMING
eTi1RInfamYilJaYOnin!
�
CODEREVIEW
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CUPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
OOR SHEATHING OPTIONS:
5/8' TO 3/4-
-P_T. PLYWOOD
—COX PLYWOOD
—OSB
—PROSTRUCT
—PERFORMMAX 500
2x4 P.T, S,Y.P, #2 PULUND
BLOCK
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
((2) 2x6 OR (1) 4x6 P.T. S.Y.P. #2
SKIDS ALL ELSE EXTRA SKIDS ON
11'-0' AND WIDER AND UNDER WALLS
FOR 'NO FLOOR/EARTH MOUNT' OPTION
•4 OPTIONS ARE AVAILABLE-
-FLOOR WITH SKIDS
—FLOOR WITH NO SKIDS
-No FLOOR
—NO FLOOR WITH EXTRA 46 TO SET WALL ON GROUND
FLOOR JOIST SCHEDULE
UNIT WIDTH
To 6'-o"
TO 10'-01
To 14'-V
FLOOR JOISTS
2x4
2x4
2x6
MAX. O.C. SPACING
1 24,
16'
16,
1 I IUPD.ATED 10 40+4 ADDEO DOORS S EaMaAL 112121161 WS II
0
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ry
0
0
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N/A
0
SOS—G-160C
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/
STATE OF LV
/0�, AN'•.. FLOR10P .' ���
Matthew T. Baldwin P.E.
Sheen FBPR-3 OF 7
2"x4' OR 4"x4" P.T.
1/2" PLYWOOD FILLER
20GA. 1' WIDE STRAP
20Ck 1" WIDE STRAP
20GA. 1" WIDE STRAP
11
2"x4' WITH
PLYWOOD FILLER
2"x4' UNDER
t'x6' WITH
PLYWOOD FILLER
2"x4' UNDER
,r
t"x6' WITH
PLYWOOD FILLER
2'x4" UNDER
PSI APPROVAL 2017-12-21
HEADER DETAILS AND EQUIVALENT SIZES
n
OR 4'a4" P.T.
PLYWOOD FILLER
2"x6" OR 4"x6" P.T.
1/2- PLYWOOD FILLER
m
(2) 2"xB" OR 4'xa' P.T.
WITH 1/2' PLYWOOD FILLER
RAP
(2) 2"x10" OR 4"x10" P.T.
WITH 1/2' PLYWOOD FILLER
b /—\-1, ..-.„ --. .n .-1,
(2) 2'x10' WITH
1 /2° PLYWOOD FILLER
AND 2"x4" UNDER
RAP
4". (2)2 11 x12"
WALL '1 STUDS
i
FLAT
HEADER s''1
WINDOWS* 3'
1. 1//2"
;2) 2'x12' OR 4'x12' P.T. 9E
i ITH 1/2" PLYWOOD FILLER ON
2. SEE
FOR
REGII
3. SEE
FOR
INFO
4, WIND,
STRAP
Er
l'-cur
BETWEEEN WALLHSTUDS.IN VENT IS
SECURED TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
End Wall Header
Schedule f160CVafv
Sized}
Max. Span
NJ(b}
Fasteners w/o strap
(each er
1-2k4"
3'-0"
1
— ' x 0.131-31• nails
n
2-2k4"
6'-O'
1
— 3' x 0.1 1' nails
2-2k6'
10'-0"
1
0-3'x .131'nails
a. Tabulated vaues are lot No. 2 gne'pruceflne-Fir limner.
b. NJ- Number of jack studs required to support each end
c. If over 6 span and no Straps are used, header must run to next stud.
d. Includes 1121 Plywood Filler.
e. See header details for alternate layouts, Le. 2.2'x4" or4"x4" P.T.
f. This table IS only for headers belowtha endwall truss. Use Side Wall
Header Soheduls for headers that break bottom cord of end wall truss.
e.MInfonmuiwe
I rlr".rr
COOEREVIEW
P,ora,Pro,lar Se .o rneu,Mae
SCHEDULE
Sized,g} Lip to 4'Witle 2 6' ids Fastenetsw/ostrap
Max. Dan PLBhl Mav Sean NLahl (each end)(c)
b. NJ - Number ofjack studs required to support each end.
o. If over V open and no straps are used, header must run to next stud,
'NO —STRAP'
r d. Includes 1/2" Plywood Filler.
N 0— STRAP HEADER DETAIL a. See header details br a6ernate layouts, i.e. 2-2"x4" or 4"x4•' P.T.
L Window header for window openings that hale more than 50% combined stud wall above
MAX. 8' SPAN and below, otherwise use door header schedule.
g. The header can be attached to the top plate and thusly hale the combined strength
equivalent and use the maximum span stated. See header details for equivalent sizes.
s. noom Dooxs s
,
Dole;
4/20/15
e
N/A
e
q� SCS—G-1600
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'< . LICENSE ••
cam;%%/ nlcl araae— n �rI
J . STATE OF Q
0A\%., FLORIOP ���
W MattheW T. Baldwin P.E
M Florida Uaense #9608
Sheet: FBPR-4 OF 7
AMMM�IIAI
PSI
��e Infinnsuien
l `mil Tir&riGlOn
MITEK #MT-20 2"x4"
OR EQUAL (NOT ON
MONOSLOPE)
WALL SHEATHING CODE �..".
CODHREIAEW
Pm/ase/enal Sarvko IMwmoa
o me Fr a�'naa
fbpmomn[MmgeaV4or4Me�,
F PE.en e
SEE FASTENER SCHEDULE
■
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2x4 SOLE PLATE
FLOOR SHEATHING
FLOOR JOIST
CODE I FOR ON
COPE`'ERCOR
-r,a,Y�
OF MIUM
Sam COONIRY SI&as
?UILaONi TYPE
rI
0-12
H2.5 CONNECTOR W/STANDARD FASTENERS
OR EQUAL(41OLbs.) (SEE FASTENER SCHEDULE)
SHEATHING CONNECTS TOP
PLATE TO WALL STUDS
TRUSS CONNECTION DETAIL
.
3 STUDS PER EXTERIOR
WALL CORNER
CORNER CONNECTION DETAIL
-
--
_X_
WALL TO FLOOR
CONNECTION DETAIL
0014 014 ME
We
I'ME PROTEmom
INNS
MFE SUPPRESSION
INNS
OCCUPANCY
amaa
1L lelE NU Bpt OF STORKS
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REVISIONS
REY
DESCRIPTON
DATE
BY
Comm ,c ro,a. a. CGQna n ELEMRICAL
+a/r/le
"re
DOOR NOTES:
MITEK 2"x4" OR EQUAL
1. EACH DOOR HAS 3 HINGES WITH 8 SCREWS EACH INTERIOR EACH CORNER
2. DOUBLE DOOR DESIGN IS SAME LAYOUT
3. SHEATHING IS FASTENED SAME AS TO STUD WALL
TYP,
MITEK 2"x4" pR EQUAL TYP.
INTERIOR EACH CORNER
a
aane10
"*a
VMn � MTB
2"x4" TYP.
Cal.. 4/20/15
N/A
SCS-0-160C
wA�9 uts NorLPOwpryr or do PIA1 xr um Ae
z awrarks 9 t Pr maN iIa Yea VOW OOMSER aN
W
a
>
2"x4" TYP.
INTERIOR MEMBERS USE
MITEK 2"x4" OR EQUAL
SHEATHING FOR DOOR
SKIN SAME AS WALL
W
SHEATHING
¢
Am m81" "°`Q """° "
4.h/E�.= Wan mamm oa ICES./ 0s sPa nasR An
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aumla m w P6TIlUD IMI-91E tK Coma rNNu wN.
Y. &Limr m wow sEml mm
a�Teooua
OR NAILED PER [16]
ON THE FASTENER
INTERIOR MEMBERS USE
a.raaawmn,}°a+•es�TM* b^
"
�
SCHEDULE MITEK 2"X4" OR EQUAL
SHEATHING FOR DOOR OR NAILED PER [161
SKIN SAME AS WALL ON THE FASTENER
SHEATHING SCHEDULE
�4, MAX----" I--2'0c MAX.
f-4MAX
OPTIONAL WOOD FRAME DOOR OPTIONAL WOOD FRAME DOOR
CONSTRUCTION DETAIL CONSTRUCTION DETAIL
m A� rmotMar
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Matthew T. Baldwin P.E.
Florida Ucenae #64608
00
sheet, FBPR-5 OF 7
PSI APPROVAL 2017-12-21
4"x4"
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
m
J�/ I SECURED WITH STRAPS AS.s
f PER FASTENER SCHEDULE
Y'x4' P.T.(2) 1/4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL"x6" P.T. 4"x4" P.T.
2"x6" OR 2"xB"
PLATE
UAd
'x6" OR 2"xB"
PORCH 4"x4"
WALL
ELECTRICAL NOTES:
4"x4"
4"x6" P.T
%IIR411(lDll
CODEREWEW
4"x4" P.T. �b•.bn S� Ice meuao7os
9"33,dsasam
Odandq Fbdda YLl90
x6" LAG BOLTS EACH
END
DFANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
PORCH TO SHED CONNECTION
OPTION 2
SIMPSON 44 POST
BASE BRACKET
1.
ALL WIRE TO BE #12 THHN SOLID
COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2.
FIXTURE LOCATION
AND TYPE MAY
VARY
3.
PLASTIC OR METAL
"NEW WORK" OUTLET
BOXES
4.
20A GFCI OUTLETS
5.
ALL RECEPTACLES
TO BE AT 12"-16"
A.F.G.; MAXIMUM 8 RECEPTACLES.
6.
ALL SWITCHES TO
BE AT 48"-52"
A.F.G.
k f=MC.1L
.name ar. MTS
4/20/15
N/A
SCS—G-160O
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STATE OFL /I1,111111110
r'
ON A I-
z
Matthew T. Baldwin P.E.
Florida License #64608
0 I Sheet; FBPR-6 OF 7
FasteningSchedulefrl
--
29.John tobend)oict -
a-Ixx0191na1a1 xDa
--
famrel--
1►'�'%ca..n"mr
1FBa Tnb1023041011
4-3'14 gage Staples
CODE REVIEW
Praleaebnel SatWcornawm'oc
Connection
Fastonin 0,m
ly.0.131)
I-Mailao
30. Ledger ship
3-16d common(31/7% 0.1823
4-3'x O.t3l MOB
Fees M4 at each IM
b
Jolstlasillotglyder
3-6d cgnInl
3-3.14 gage elc ks
IcoMll
4-714ga Staples
1T4e,33rd Strew
Onaado, Planer 32839
CePpdmemt Manpar. VlmdGMam,,, PE
Bridging to joist -2-
8d warmon(21r7 x 0.1311
31. Wood structural panels and panlclebmm(e)
7/2'and1eas 6djc I,q)
2-3'%0.232'reila
Imnall arch and
9uMoor, mofandvia0 sheathing 00 taming)
ng
2318'x0.11SM4 Nl
PLPEsa23ie
2-3. 14 gage ate ere
Single Acor(comdwthn subAaosundeoaymeM to
testing)
13r4'iegnge(o]
l& to 3'P 8dld)arBd(e]
adIdi a0.117 MII NI
2' 16 gege(p)
0' o.c. Edgar and IMermedlate, 4' B.C. at
eompomnt and cladding edge stop 5 tone 3
1•x S subteen of rev 10 each Who
12. W common
21rZ x O,131
tau nail
VVIdef then V x B' speeoer to won joist
3-Id commom
i2x0.131•
fare w4
7 subaoonto tat or kur -
2-16d common 1t7 x 0.1
Wmd and face nail -
bole plate la joist or blocking
t Do (31/Z x 0,1367) M 1S ha
3' x 0.131 mils at V o.c,
Typical face nail
7I6'laSuite)
(rsbr to Figure 30.61 otASCE 7)
3"14 gage staples at l2'a.c.
R 1l4' 703(dItai%
11iP1J ored[d)
Sob plate to plot It blocking at braced wall
3- ISO common (3 71Z 1i 0.13n at IS o.c,
&4' and Teas Saito)
4-T x 0.131- wits It 1SO.c.
brand wail panel
7/S to 1' Sole)
4-3'14 gagestaples at iC B.C.
IWto1 Us' 10dd or ed
Top plate to Mud
comma (317z0.162�
Ira-t6tl
3-3'x 0.131-wits
end roll
M. Pmlel siding go eamiromq)
1/Z or less m
'
3-3. 14 0e eft
6 s Solo
slut t0 e01e data
4-3'x So (211Z'%0,131')
(2
33. Fiberboard slealNng(g,q)
1/E'and less NO. 11 gage ruling col ]
4-3'x 0.131* Mlls
icenell
6d carman wit(Zx O. 31
"
3-774 gage McPlee
gage
gage stoplell)
2No. lB gaga among ol(h)
8' o.c. Edges and intermediate
2-16d common (3117 x 0.1621
Bd common wit (21rZ x 01311
3-T x 0,131,ite calla
end MII
Na. 16 amp
34. IMetlo pansling
1/4' 4d)
3'S
D' o.c. Edge. ant IMedmedatg
3-331 eMe en
Double sluts
16d x o. 24' B.C.
a. Common or box woe me pens t ed to used except canals dthe Be stated.
0.11"
3' x ll at 1'
8' a.e.
lace nail
3' a Ma ea M 6'
gage131" spa le
b. Mans spend at 61nches on center at edges, 12Inches at jMmmedlale supports
PeoSect onexceptPO . inches at aupshHa hingrP spew are 4to be cx 0r mar¢. For calling of
wood panel and sheer walla, refer to Section 2305 NaOs for wall sheathing ene permiHed to be common, pax or casing.
. DouWO top plates -
1tb (3112' x o. 1S O.C. -
( F
-
sell at 6'
3114 Iles
Typical tam call
onror doll
sandhank
c. Common ordabrrne. k (Oclebomd .11 Y;Sma
7' x0.131'; tOtl•3'x 0.146'):
3'14 gage staplesM B'a.c.
gage81F.
d. Common (sdnk(6d-13';
13'; SoB 21/2'x .131': 10d-
A13"; 62'x VZ'x; .131'; 04-r').
e. Defamed ehenk(Od-Zx0.119'; Btl-2117 %0.131'; tOq•Sx0.145").
Double top plates
0- 16d comm0n(311Z z 0.162)
t CnMMonresistam along (6d-17/9'x0.1OB";etl-23le-z0.MI or casing(So -Z x DOW; Sol -2 fir z 0.11T)not,
12- 7 x 0.131, nape
lap splice
9. Fasteners spaced 3 inches on center 0t exterior edges and 8lnchm on center at Intermediate supports, when wad notructural sheathing. Spacing Wan be a
12-3. 14 gagestaples
Irches on center an the gpgmand 12 Inches on comer at intermedlate support& for ranciuenual BwMNrg.
h CortoslonreslMeM molng wits vath 71164wh,4taineter head and 1 Ialr ch length for 1/24wh sheMWng and 1 3/44wh length far 261824wh sheathing.
. Blockingbet mmnJoists w rstem to to p p0te
3- Btl contras (217 x 0.131�
L Coruslo"skstent stapes with nominal 7/164nch crown or 14Mh crown antl 1 1/44wh length for 1/24Mh ahwthlfg end 1 1/24nch length for 28N324wh shaMH
3-3-x 0,1311 nails
teenial
panel suppoda M 18Inches (20Inches If etmngm "is In the long d1rec9an of the panel, unless othenMse marked).
3- 3' 14 Page staples
1. casing (7 1/2' x 0.000') of finish (1 VZ x 0.077) M49 spaced at 6 tnch rs On pawl edges, 12 Inches at Immediate support&
k. Pawl supports at 241whas, Casing or Irish nails spaced at 6 inches an panel edges. 12 Inches at intemsdiete aupm".
Rim joist to top plate
6d (210 x 0.131') at S C.6.
3" x 0.131 wile at S o,c.
tunail
'I. For roof sheathing appiosil Bd wile (2 VZ x 0.113') are the mnlmum required far Wood structural panels,
she es a18' o.d,
m. Staples shall hale a minirhum cmwn Width of 711a inch
n. For roof sheathing appGugow, lastearem opoced at 4Inches an center at edges, 8lncus at Intermediate ouppods.
Top plates. lspA ens Intersections
2-16tl common (312' z 0.162-)
3- 3-x 0.131' nails
taco nail
0. Fasteners spaced at 4 incheson comer M edges, 8 b;1,n at wa medats supports for suW car and wall sheathing and 3 inches on Border of edges, a inchea at
3-714 0eta Its
immediate supports fir roof Weathurg.
P. Fasteners spaced at 4 lntheson centen M edges, 8 b4hea at iMemedete supports.
0 See FMtererAHemate Schedule.
. Continuous head,,, ino 'aces
text common 91/Z%0.1 -
18°o.e. Alom scope
. Coiling jolste to plate '
I3- so common (212' x 0.1311
5-3•x 0.131'nalls
lesson
r. Fasteners must be Installed wW men Awelm ftrw n them Bolan aheeWw mpm6
(Sao T0102300.10,4.1) 1G3•x O.131 wits
(Sea Table 2300. 1 DA, 1) '4.3•x0.131 wile
4- 3' 14 gage Maples
- So common (2112' x 0,1311 -
-3' x 0.1311 Mlle
Ransil
. 3' 14 gage staples
-So common (21/2' x 01311
.3' x 13131 wile
tam wit
a' 14 gage sto lee
-Id common 12117 x 0:131
fare nail
-edcanaft 121J7x 0,131
fare nail
d common 0112'x OAM
Zit9'c. '
x 0.131 nails
16' a,c.
14 gaga Mapes
let o.c.
7 common (4' x 0.19Z) At 3Z c,c.
fatamce sell al top andbottom staggered on
x 0.131" Mile at 2 r Pc,
opfanIteoldes
14 gage stapes at 24• o.c.
!0 common (r x 0,1827
.3' x 0,131- wits
fare we M ends and at each spice
3-x 0,131 Mlle Iface nag
Tx 0,131 MOB Imnall
3' 14 gage Maples
led common (31/Z x 0.152')
3- x 0.131- M49 tam M4
3' x 0,131' nails tunail
3.14 gags Maples
16d common (31/Z x 0.162T
Tx 0.131'veils face Mll
SWemr, mofand aml sheathing go taming) 1 1 S from edge. tO' o.G
Strap & Simpson Strong-DrIMEOSD Screw Schedule
Strap & Fastener Schedule fal
PmUNDeso.
Uplift
Wallraetmer
lRafterfastaner
Plate Fastener
Par118Doeo,
'Uplift
I Well faciaMf
Rafter Fastener
Plate Fastener
Raver
H
435
5SDDx ,8'
4SOOz1,S"
Rafter(b)
H1
1
8.8,10/5'
48d
H112
760
i
aS010x2.6'
65DIOx26'
_40D
H11Z
750
6.16dx2,5'
616ei25'
H7A
495
SSD9x1.'
5-SDOxI,S
SWx1.S
2A
496
6-8m1,81
68xt%1.5'
28dx1,@'
H26A
540
6SD9% .S
6SD9x10
HZ5A
536
1
58d
68d
HZ5
410
SSD9x1.5'
6509N1.S
1-12.5
410
5Sd
S8tl
FQ. T
sits
63 1.5'
SSD9t1.S
H26T
--!W-
68d
58d
F12A
ar,
Ts 1.s
5so9,n.5-
H2A
4
T1S ,s
6aaxts
H3
32D
4S 1.5
409c S
M
32D
44W
443d
H4
260
4SORxt.5'
4SD9x1.S
H4
235
48d
48d
H
415
4SMI.5-
4SD9x1.S
H5
205
441d
- 48d
L78.t2
695 -
6S 7. '
BSDBx .S
1.7342
620
0-10dr1 8
610dx1.S
LTS•18
1075
6SD9x1. '
6-SDOr1.S
LM-10
620
610ax7, "
610mtl.6'
LTSOO
1236
BS 1:S'
"D9x1,
LTS•18
620
610et1.8"
61D&I.51
LTS•2T
1215
6-S 1,8'
8S09x1.6'
L75-20
620
blow, "
S-IDdbd.S
MT9EI2
895
T-S 1.6'
7SDOx1,S
M78.12
T-tarn .6"
- 7•tOd�t,6°
MTSi18
1076
7SIDSX1.8'
7S09x1.S
MTS46
6
7-1 1. "
- T-10dx1.6'
MTede
1235
7SI32tl.6-
75DBx1.5'
MM-15
550
T-IMI "
7-10diLS
- TTS•20
1231
7SDOx1.5•
7509%i_5"
MT8.20
000
7.10dt1.8"
7-10dM.S
Parch
Tle4bwns
2so94ts
4SD9z1.6°
t
aragn o- MT6
Date 4/20/15
scale. N/A
e SCS-O-160C
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4. QN0 40e so. ":&rNK M pe MN" Bell
4 � qe: la tt eaiataD gips ORax9 Mqe mMy
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\�\CENSF Vol
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Ld =(± ?6
IiJ •
6 STATE OF 140
Or
W 111111
Z
W Matthew T. Baldwin P.E.
Florida License #64608
Sheat1 FBPR-7 OF 7
TIE —DOWN SS}�yTRRRryryAP
�OBOLT MINIMUI,1'
1 2•>.a-A4GD R La� �nsxm Q-"'— �I - - -- CE CHO
CONCRETE
11E—DOWN SSST W"RH BOLTEpED THRU 111 r SS��) 4x4 SYP ON B' DE OR LESS.
��BOLT01MINIMUM 1WTIH W� ERS� / l4) (l 4x6 P.T. SYP 02 SKIDS
/ 2x6 OR 1
ALL ELSE(CA1 BE SET ON GROUND).
CONCRETE
RALLY
:f4"
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD DR P.T.)
Tit—DOWN
STRAPI.
(SEE NOTES) rT
NAM
�e
4 OPIIOM REINFORCED
• CONCRETE FOLINDARON
.. (SEE NOTE i)
—6"--I
TE—OoVIN SiRAp (SEE NOTES) 1)) 4x4 SYP�T2 ON a' WIDE OR LESS.
SECURED WITH 7—adx1.5• NAGS Ir12) 2x8 OR (i) 4xB P.T. SYP /2 SKIDS
! ALL ELSE(CAN BE SET ON GROUND).
CONCRETE
1/2"xD" (4OL
WEDGE ANCHOR
m
TABLE 1 - 160C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
14'-0"
121—D"
10'-0"
6'-0"
12'-0"
SHED WIDTH
µ"KIA1u" "
SPACIh
14'-0"
6'-0"
12'-0"
7-0"
10'-0"
i-6•
8'-0"
8,-6`
6'-0"
1D'-0"
TYPE 1 TYPE 2 TYPE 3
30" DRIVE ANCHOR 30" AUGER ANCHOR CONCRETE ANCHOR
FOR ROCK/CORAL FOR SOIL/CLAY WITH EXPANSION BOLT
TYPICAL ANCHOR TYPES
(400 EB.) CONCRETE
2x4 SOLE PLATE (NATURALLY
WOOD OR P,TJ
TIE —DOWN STRAP POL10 THRU
FLOOR JOIST WWRI7NH /2" GRADE 5 (1) 4x4 SYP J2 ON 5' WIDE OR L65.
FLOOR
,12•x5•
WEDGE ANCHOR WITH 2' WABHER
BOLT MINIIAfIM WASHERS 2 2xa OR (1) 4xe P.T. SYP /2 SKIDS
ALL LLS9CA14 BE SET ON GROUND).
7
j
x
0I�
,
•4 OPTIONAL REINFORCED
••'
5/a' x 30' EARTH ANCHOR: in\
CONCRETE FOUNDATION
'
AUGER STYLE FOR SOIL/CLAY,—�,,
1
(SEE NOTE 1)
DRNE STYLE FOR ROCK/CORAL
FLOOR
—LESS TYPE
SUPPORT PAD (P.T. WOOD.
WITHSTANDARDBOTTOM
PLATE
CONCRETE BLOCK OR PAD) SPACED
CONCRETE
AT a'—o• MAX.
SEC RED WITH 77--DDWN STRAPBdxl.5' NAILSSEE N)TIE—D
SECUREDV �� d 1. NOTES)
WITH 7—a4w1J5' NALS
(1) 4x4 SYP R2 ON a' WIDE OR LESS.
(2) 2.6 ODS R (i) 4x8 P.T. SYP /2 SKIDS
(1) 4.4 SYP j2 ON B' WIDE OR LESS.
ALL ELSE(CAI BE SET ON GROUND).
(2jj 2ze OR (1) Axe SIP S.
TP.T.O
U
5GER x 30' EARTH ANCHOR: ALL ELSE(GN BE SET ON GROUND).
AUGER STYLE FOR S01 CLAY, i`.i
DRIVE STYLE FOR ROCK COPAL
5/z x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
RIVE STYLE FOR ROCK/CORAL
OPTIONAL SUPPORT PAD (P.T. WOOD.
CONCRELE,BLOCK OR PAD) SPACED
1. TIE —DOWN STRAPS TO BE 1-4' x 0,035• GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781—H. TYPE-1. FINISH—B, GRADE-1, TIE —DOWN STRAPS
AND CONNECTING HARDWARE TO HAVE 4.725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
TIE -DOWN DETAILS 2. ALL EARTH NIMUM 4,300 LB. CAPACITY.
3. EARTH ANCHORS LOCATECHORS D AT EACH CORAVE A IRNER. MAXIMUM ifi FROM END (4 MINIMUM PER BUILDING), AND NOT MORE THAN 10'-0" MAXIMUM SPACING C
CENTER ALONG THE SIDES. ANCHORS NOT NEEDED ON ENDS.
4. CONCRETE ANCHORS TO BE SPACED /S PER TABLE 1 OR TABLE 2 DEPENDING ON WIND SPEED AND EXPOSURE.
5. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4' COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
S. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
7. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH
ANCHOR TYPE.
S. 4" THICK 3,000PSI CONCRETE IS THE MINIMUM REQUIRED FOR THIS SHED DESIGN UP TO i V MAXIMUM WIDTH.
LF1.4
Wa
Es%I
E^'7
1
I UPgT TOR RI %A15. MC --'No IIY/f3/IoI I"B'
1�UPasIM t02011 II/tl/td MB
THIS ANCHORING
PLAN APPUFS TO
THE FOLLOWING
STATE PLLAANNS:
SUYE PAN#33152SWIM
WIN
ff
WIBS
331Re
W157
g `� LYCENSf .0 i
z4
O �� STATE t`
Q '''' O
LU MattheN T. BaIdWIn P.E.
Cn Florida License #MOB
Sheet: AP-1 OF 1