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USER: pnblku
Mann/acttired faiedula 1 B Iidinas �Flter r>,Fbri Srti rc}f>Plzn Iht iP,l�n DCtaU.
Plan Tracking #
33162
code version
2017'
Building..7ype
_Storage Sheds
Municipal. Jail
No
Manufacturer
,South -Country Sheds LLC.
Agency
Professional Service Industries
Agency_Plaq #,
'.SCS Sam 160
SchoolDistrict
Contract,Agency
Constructlon Type
-v-B.
Fire.Protectfon:
B
Fire Suppression System
, No
Occu parity
.Storage
Allowable #,of Stories
1
Wind velocity
160 mph Exposyre. C
Fire Rating of Exterior walls
0 firs
,Area Uve --psf Dead - psf
Maximum' Floor Load.
So :SO. 10.
Altemate,Maximum Floor '.bad
Roof Load
.20 30
W Rating.of Floor, Wall; and Roof
.0;0,0
Modules,pee Building_ .
1
Square Footage
.719.Sq. R.
Approved for Hurricane Protection Usage
No
Designed.for:use as a Hurricane. Public Shelter
No
comments
Original Plan -Tracking #
Date of.Agralcy Approval
;12/2112017 -
Date Submitted'
12/21%2017'
Date -Accepted
01/0212018.
status
-Accepted
Dah, ' Attaehed File, 1-
I Planfo 81162' SGG Barn-160 2017�i2=21-U§W 1fe exit: '
Connrct Us::.2601 Blalr Stone RaaE. Tagahase..: F7 32399 Dho�e:- 860-087-1824
ThaStateof FlotNa lean AMEEOemployer. Coavrlaht 21N17-2017 Stale o/Fbdda..::PEI— statement:: Acces9bitim, staNw,"t Rerund stetemcnt
Under Florida law, eenaeaddeesses ono PUbW rec ar If you -do not want your email address released In response to a publin cards reaumt, do not send ele
M an er
Manulsmred (Noduliir) Bulidlnas Aceepo-
® EIM
under
FS.,
-1ntwttek ,.
Intertek-PSI Tel 11407304SS60
174833b Street Fax +14073045561
Orlando, FL 32839, IntertekconV!I iq ing
December11,.2017
FILECODV
mpbell
Florida Department
FloridaDepartmentof.Business.and.ProfessionalRegulation A
�_o
IV�
Manufactured. Building Program
>l�1��.
FO fl
1940 North Monroe Street
��YY VV
Suite,90A
e/�w, /�
COMPLIANCE
Tallaha1.ssee„Florida3239.9-0772.
t,0®®� Vo�111P��/'��MV�
-RE: Manufacturer: South CountrySheds,.LLC
Plan Number: 'SCS'Barn 260
Dear Mr. Campbell.
Si. UCIE COU 'I'Y
sOcc l�lqZd
Professional Service, Industries Inc., :an Intertek company ('Intertek-P-SI:'), part of .Intertek',Building Science
Solutions, in Pursuant -to the requirements oftfie Florida Department ofBusiness and Professional Regulations, the
above referenced documents have been reviewed for compliance with:
2017 Florida;Building Code; Wh Edition
2014 National Electrical Code (NFPA-70)
-These plans comply with Florida Product.Approval Rule 61G20-3.006 (FAC). Aligned 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_aM approved for construction by modular building_
manufacturer that -is currently approved by the Department of Business and Professional Regulations.
If you have any questions.orrequite my assistance irfany:way, please do not hesitate to contact me
Respectfully submitted,
Professional Serviceiindustries, Inc.
Victor C. Martiny,PE482379.
Department Manager-
Building.Science Solutions
CC: Orlando Penner — Sputh;Country She LLC - ojp.scs@gmail.com ,
la Intertek is a brand nante;representing the Intertek Group piclegai entities, including butnot limited to, Intertek oin,,
TestingServices NA Inc.,ProfessionalService,,industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ('INTER7EK-
ATI"), and-MT'Group Inc ("INTERTEK-MT').
www, intertekcom/building
BARN 160
PSI APPROVAL 2017-12-21
f �' FIs M1ildOn
2x4 SOLE PLATE
FLOOR FRAMING
2x4S7
24" 0.
I IDS
MAX.
- OPTIONAL TOP
PLATES - 2x4
2x6, 2x8 OR
2x12.
L
\Z'(2) 2x6 OR (1) 4x6 P.T. SYP
END ELEVATION 0
2 S D& DITRA WDS ON
11'-0• AND WIDER
WITHOUT DOOR
Ll
1�I Tel
u u
VARIES 3'-0` TO 14'-0"
END ELEVATION
WITH DOOR HEADER BELOW TRUSS CHORD
CODEREI/IEW
PrORsa/a* 1S-1-fndustrtrs
17d83WSIMd
Orland., FWdda 828"
DePa 1 &2-- : Va QM.PE
FLPE08t8T0
END ELEVATION
WITH DOOR HEADER ABOVE TRUSS CHORD
TYPE
O
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WA
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1 1 IUPO4IEO TO 2016, ADDED COORS II E12ClPoGL I12/2/1fi' 11i*
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Matthew T. Baldwin P.E.
0 Florid* License 64608
w Sheet. FBPR-2 OF 7
4x4 P.T. POST END WALL
`(SEE DETAILS) /�
Ili/n.PT10NAL PORCH
*DOOR & WINDOW LOCATIONS VARY
PSI APPROVAL 2017-12-21
r SEE HEADER DETAIL
/
VARIES
VARIE
SEE HEADER
DETAIL
d°
/
4x6 P.T. POST
6' O.C. MAX.
2x4 STUDS
24' O.C. MAX.
STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS
OPTIONAL* FLOOR FRAMING PLAN
WALL SHEATHING OPTIONS:
- ?a" OSB SMARTOR
THERMO SHEATHING EQUIV. WITH:
DE
-JAMES HARDEE PANEL OR EQUN.
-JAMES HARDEE HORIZ. SIDING LAP OR EQUIV.
-VINYL SIDING
J'-}" PLYWOOD
- J" LP SMARTSIDE OR EQUIVALENT
- JAMES HARDEE PANEL OR EQUIV.
DURATEMP SIDING
- 29 GAUGE CORRUGATED METAL SIDING(RUN ANY DIRECTION)
- NICHIPANEL OR NICHIBOARD
- THERMO-PLY BLUE (0.135 THICK)W1TH VINYL SIDING
- D4 ALUMINUM SIDING
END WALL
2x4 SOLE PLATE
FLOOR FRAMING
adim
.WhIOn
CODE REVIEW
Pfb&e fonalSmlcolndwaft
11483d sf—t
Crhndo, Fl dda 32939
Deparbnmd Maea9 . VkMr C. Mar&4 PE
FL PE 9323M
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 CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
.00R SHEATHING OPTIONS:
5/8' TO 3/4'
-P.T. PLYWOOD
-COX PLYWOOD
-OSB
-PROSTRUCT
-PERFORMMAX 600
2x4 P.T. S.Y.P. #2 PULLING
BLOCK
(1) 44 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. S.Y.P. §2
SKIDS ALL ELSE. EXTRA SKIDS ON
11'-O" 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'-0'
TO 10'-0"
TO 14'-0'
FLOOR JOISTS
2.4
2.4
2.6
MAX. D.C. SPACING
1 24•
16-
19.
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STATE OF It
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,P
For',& Ucense 64606
sreet FBPR-3 OF 7
PSI APPROVAL 2017-12-21
HEADER DETAILS AND EQUIVALENT SIZES
2"x4' OR 4'x4" P-T-
1/2" PLYWOOD FILLER
)I , 11 .-. ,-. . I1 . 11
(2) 2"x4" WITH
1/2" PLYWOOD FILLER
AND 2'x4" UNDER
20GA. 1" WIDE STRAP
/ - \ - 11 A It / _ 11 A 11
200A. 1" WIDE STRAP
/—\—Pl ,
1%6" WITH
PLYWOOD FILLER
2"x4" UNDER
2'x4" OR 4"x4' P.T.
1/2" PLYWOOD FILLER
(2) 2'x6' OR 4"x6" P.T.
WITH 1/2" PLYWOOD FILLER
RAP
"x6" OR 4"x6"
&/r—
(2) 2'xB' OR 4"xB' P.T.
WITH 1/2" PLYWOOD FILLER
UK-
20GA. 1" WIDE STRAP
11 A I1 /-\-I1 —l1 ^— A I/ r-I I1
(2) 2"x8" WITH
1/2" PLYWOOD FILLER
AND 2"x4" UNDER
.RAP
8"w/2 N4"
191 —20GA. 1" WIDE STRAP
I'x10" OR 4"x1(
2"x/0" OR 4"x10" P.T.
1/2' PLYWOOD FILLER
I
.NOTES
1. 1/2" PLYWOOD FILLER CAN
2) 2'x12" OR 4"x12" P.T.
BE BETWEEN BOARDS OR
WITH 1/2" PLYWOOD FILLER
ON INSIDE OF STRUCTURE.
2. SEE FASTENER SCHEDULE
FOR HARDWARE
1/2?
PLYWOOD FILLER
3. SEE HEADER SCHEDULE
AND 2"x4' UNDER
FOR ADDITIONAL
?211A.
INFORMATION.
4. WINDOW HEADERS HAVE
COMBINED 50% OR MORE
WALL FRAMING ABOVE AND
'RAP
STRAP
BELOW, OTHERWISE REFER
TO DOOR HEADERS.
10"w 2"x4",
(2)2" X12 is OR 4"x12"
urea
I cnmc—
FLAT
4EADER
WINDOWS* 3'
'NO —STRAP' HEADER DETAIL
MAX. S' SPAN
CODE REVIEW
Profo eaWS-l"Wustrks
EXTERIOR 174e 331d S0.0
Or1arWD, Poarida 32e39
SHEATHING oDP,laremElwoDrvxmrc.El,em,,P
FLPEie73Te
al"x16};" ROUGH OPENING CUT
BETWEEN WALL STUDS. VENT IS
SECURED TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONALi
End Wall Header
Schedule 160C e
Ske{d}
Max. Span
NJ(b}
Fasteners w/o strap
(each endXc)
1-2'x4"
3'-0'
1
3 —3'x0.f31 naffs
2-2'x4"
6'4"
1
6 — 3" x 0.1 1 nai s
2-Zk6"
la -al
1
6 — 3' x 0.1 1 nails
a. Tabuiatecl values are for No. 2 grade Spru in it lumber. -
b. NJ - Number ofjack studs required to support each end.
c. If otter 6' span and no straps are used, header must run to next stud.
d. Includes 1/2" Plywood Filler.
e. See header details for alternate layouts, i.e. 2-Z'x4" or 4"x4' P.T.
I. This table is only for headers below the endwall truss. Use Side Wall
Header Schedule for headers that break bottom cord of end wail truss.
Side Wall Header Schedule (160CRe}
Buidling Width Fasteners w/o strap
•• -p o14 Wrtle•• 28' e' M1, (each end)(c}
b. NJ - Number of jack studs required to support each end.
c. If over 3' span and no straps are used, header must run to next stud.
d. Includes 1/2" Plywood Filler.
e. See header details for altemate layouts, i.e. 2-2'k4" or 4"x4" P.T.
f. Window header forwindow openings that have more than 601A combined stud wall above
sand below, otherwise use door header schedule.
g. The header can be attached to the top plate and thusly have the combined strength
equivalent and use the maximum span stated.. See header details for equivalent sizes.
I Buusew nVE
1 IUPCATED TD I218, ADDCD DODflS h rECiRICAt 'l3/1/16' Ia0 "
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4. W= PA"M T aMSM ETC. N 2.1 nWt. 10Wl AS
e, � atai 400 = ". Mu I AN Br mit" DDGR
9. Q rrrus TO K WST = 04-a1E of QMtS Tlenl I
7. ALL ItMA)ATO DDafb ro IFsT TIE V WN WMA0066
As eu¢aIro oxlc
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Nal IN111aWIE-iaal""tAD FOII IJg DI "E
SUGxCI ro iNE ooDx IEiDIa .VID iN4! �rS9
....T
VxCENSF "ti�ly�i
V) r_
J i STATE OF 1
LLI
Iz ''''' /0ll 1{0?`
W Matthew T. Baldwin P.E
Florida License J64M8
10 Sheet. FBPR-4 OF 7
PSI APPROVAL 2017-12-21
WALL SHEATHING
■
MITEK #MT-20 2"x4"
OR EQUAL (NOT ON
MONOSLOPE)
SEE FASTENER SCHEDULE
/ 0 4
2x4 SOLE PLATE
FLOOR SHEATHING
FLOOR JOIST
CODE INFOR ATION
coGE vERsroN
m as .—�-z�rop0a� ZE a"
FAC111RER
maH couN YsrtD9
SURDING TYPE
CONSTRUC00N TYPE
V-9
0— 1 2"
(1) H2.5 CONNECTOR W/STANDARD FASTENERS
I'.
[_ . I
FUZE PROMMON
Not¢
FIRE SUMMON SrsrzM
NOW
OCCUPANCY
STaRAGE
ALLOWABLE NUMBER OF STORIES
1
WINSPEED0.
,gym
URE
E7�ORASCSURE
EXPO
E.
OR EQUAL(41 OLbs.) (SEE FASTENER SCHEDULE)
SHEATHING CONNECTS TOP
PLATE TO WALL STUDS
3 STUDS PER EXTERIOR
WALL CORNER
WER)" PPPRESWRE COEFFIQENF
1•�
� � �
ROOF LIVE LARD
as Paalr LOAD
WALL TO FLOOR
FLOOR
LIVE LOALOAD
FLOOR LIVE LOAD
EOPSF
'T2' RATING OF WALLS. FLOOR. ROOF
WA
MODULES PER 13'"NG
1
"`.W�SiELIERU
Na
TRUSS CONNECTION DETAIL
CORNER CONNECTION DETAIL
CONNECTION DETAIL
GE
HURRICANE SNELIER USAGE
No
SQUARE FOOTAGE
71. SUL W IFS
REVISIONS
REV
DESCRIPTON
DATE
BY
DOOR NOTES: MITER 2"xOR EQUAL
1. EACH DOOR HAS 3 HINGES WITH 8 SCREWS EACH INTERIOR EACH CORNER
EACH
TYP. MITEK 2"x4" OR EQUAL TYP.
INTERIOR EACH CORNER
I
ePDnrzo To 2—. a DEO 000as s ELF..M
Iz/z/Is
ula
2
INGRTE..2.11
2. DOUBLE DOOR DESIGN IS SAME LAYOUT
3. SHEATHING IS FASTENED SAME AS TO STUD WALL dig
991
fu
Dl n %r MTB
2"x4" TYP.
°ato` 4/20/16
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aM
SCS—B-160C
. Eau 1 IL" u NOT war of TLC PLAN SEt AND AaE
kTHE
a Tlt6 BlFLIFIF� L6 L R M D O= Ot,SMWM"
cote wn 1olaa
W
2"x4" TYP_ SHEATHING FOR DOOR
SKIN SAME AS WALL
W
SHEATHING
4.E®Tw9
a�arFB.ao�ELAR�+
s aurms ro � JsrrLFo aN-mE er onais TMgI �L'AL
7. �T
�
Q
INTERIOR MEMBERS USE Q
MITEK 2"x4" OR EQUAL
ORD,�10
y s
OL9GNFD faR 1A11U11 wlHfgDN MIM A RaaR ow Oc IFs
s oa, m11
OR NAILED PER [16]
ON THE FASTENER INTERIOR MEMBERS USE
a�TAiA�E" Emaiw'aOWUUNn'°°
91 "•"°' T mMW
A,"'L
..._l �% T n
CODE REVIEW
P—%..[.ml S-1-1.du &*k
174e 39nt Saftt
Radda 32979
FLPEaimlAlaraga: vICLII C. dffifm,
FL PEC=TB
SCHEDULE MITEK 2"x4" OR EQUAL
SHEATHING FOR DOOR OR NAILED PER [16]
ON THE FASTENER
SKIN SAME AS WALL SCHEDULE
SHEATHING
PE
Ih---2O.C. MAX.
4' MAX
MAX
OPTIONAL WOOD FRAME DOOR OPTIONAL WOOD FRAME DOOR
CONSTRUCTION DETAIL CONSTRUCTION DETAIL
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MOI"le* T. BDIdwin P.E.
FlondD License #64608
Sheep FBPR-5 OF 7
so
PSI APPROVAL 201.Z
SEC
PEI
(2) 1 /4"
END OF AN
PORCH CORNER
END
P4%6"P.T.
"x4",2"x6" OR 2"xB"
OP PLATE
�2
Mqk o
.Q
4"x4" P.T.
4"x4" PORCH HEADER
TIES INTO SIDE WALL A
MINIMUM of 1 STUD
2"x4",2"x6" OR 2"xS"
UNDER PORCH 4"x4"
4"x4" P.T.
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
4"x4" P.T.KEND
"x6" LAG BOLTS EACH
4"x6" P.T.
ANGLED BRACE TYPICAL
PORCH INTERIOR
COLUMN
CODE VERSION
c
ROOF LVE LM 2ovs� aR >oom vpNr LDrO
FLOOR DEAD LOAD tcps
R UVE
L}i SIMPSON 4x4 POST WRATING DF WALLS, FLOOR. Roov WAS
BASE BRACKET MODULES PER BUMUIG I
2"x4",2"x6" OR 2"xS" HURRrME PROTECTM USAGE NO
TOP PLATE HURRMJME SHELTER USAGE Na
SQUARE FOOTAGE 119 San. OR Ins
2 M� 4"x4" PORCH HEADER TIES INTO END WALL REVISIONS
WITH SIMPSON 4x4 POST BASE BRACKET OR REI DESCRIPTDN DATE BY
EQUIVALENT. BASE ATTACHES TO END WALL DC61nD TD 2016. ADDm WDRS L E ECaaGLL z 2/,6 m9
4"X4" P.T. z uvw.ED ro zon I V+I/+6 uIe
USING A"x1.5P LAG BOLT MINIMUM. 4x4
HEADER ATTACHES TO BRACKET USING
j"x1.5" LAG BOLT MINIMUM_
4"x6" P.T.
SECURED WITH STRAPS ASS
PER FASTENER SCHEDULE SIDE WALL SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
END WALL
t 1 END WALL
nn __ FsRuddInfomntiOna„
ha
CODE REVIEW
Professional SemcoA,doVdes
17I872rd Sb,M
Orlando. Florida 32M
Dope wd ldmaW.. V sa C. Maf.. PE
FL PE vM79
2"x4" JACK STUD -
PORCH TO SHED CONNECTION
OPTION 1
PORCH TO SHED CONNECTION
OPTION 2
ELECTRICAL NOTES:
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 48e1-52" A.F.G.
WALL
I ma rr MTB
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i STATE OF 14,
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Matthew T. Baldwin P.E.
Florida License #64608
o
Sheet. FBPR-6 OF 7
Fastening Scheduler}
(FBCTable 2304.10.1)
Connection FartanInglainj
or girder 3- Btl commom(212' x 0,131) toewl
3-3' 14 gage stapes
joist 2 - 8d common (21/7 x 0.131')
2-3'x 0.232" nalls toerel each and
btle plate to joist or Isocklrg
led (3 wr x 0.1351 at 1U. U.C.
3' x 0.131 nails at tr o.c.
Typical face reU
3' 14 gage staples at 17 o.c.
Sole plate to joist at blocking at braced wall
3 -1Od common IS 117 x 0.1357) at 1ir o.c.
mpH
4 - T x 0.131' nails at W o.e.
braced wall panel
4-3'14 gage staples at 16-o.c.
Tap plate to stud
2-16d common (311T x 0.162)
3 -3' x 0.131' nails
nail
3-314 esap..
lard
Stud to sole plate
4-8d common (2 12• x 0.131')
4-3' x 0.131' nails
tarred
3 - 3' 14 gage staples
2-16d common (31/7 x 0.16T)
3 -7 x 0.131' nalis
end nail
3-3. 14 sta es
Double studs
16e (3 1/7 x 0.135') at 24' o.c.
T x 0.131' nag at Ir a.c.
nail
714 gage staples at 8' o.c.
Race
. Double top plates
16d (31/T x 0.135') at 16...
�
3 x 0.131" nal at S' a.c.Typical
face ran
314 gage staples st S' o.c.
Double top plates
8-16d cowman (3117 x 0.182)
12- 3' x 0.131• nails
lap spice
12-3' 14 gage staples
. Blocking between joists or rafters to top pate
3-8d common (211T x 0.131)
3-3.x 0131' nails
toenail
3-3'14 esa es
. lam joist to top pate
8d (2,x 0.131) at 6' a.c.
3' x 0.131 nails at S a.c,
tcenal
3.14 gage staples at S o.c.
. Top pates, laps and Intersectlons
2 -16d common (31/7 x OAM
3-3x 0.131'rails
ace red
3-3' 14 gage stapes
. Continuous header, two places
16d common IS 1/2x OAlie-
o.e. Along doe
. Ceiling Joists to plate
3 -8d common R 12-x 0.131)
5-3'x 0.131'reils
formal
3-3'14gagesa es
. Continuous headerto stud
4-8d common 1/Tx 0.131
toenail
. Ceiling joists, laps oiler partitions
3 -16d common (31/I x 0.135"1 minimum, Table 2308.10.4.1
(See Table 23M.10.4.1)
4-3x 0.131 nails
face nag
4-3'14 esta es
. Ceiling joists to parallel raters
3 -16d common (31/7 x 0.135') minim=, Table 2306,10.4.1
(See Table 2308.10.4.1)
4-Wx 0.131 reds
ace nail
4 -3' 14 gage sages
. Rafterto pate
3-Sd common (2117x 0.131')
3-3' x 0.131 • nails
tarred
3-3' 14gage stapes
. 1' Diagonal brace to each stud and pale
2-8d common (2 f17 x 0.131")
I
2-3 z 0.131 oafs
lace red
1 3-3' 4 gaga stapes
-
. 1'x 8'shealtg a each bearing
3-8d common UT x 0.131
ace rail
. Wider than 1' x 8'shealN to each beaming
3-8d common 1/T x 0.131)
ace ran
. Built-up comer sum
16tl bmmon (311T x 0.167)
24' o.c.
3' x 0.131 refs
16' o.c.
3' /4 a s es
16' 0.c.
. Buift-up gentler and beams
20d common (4' x 0.192) at 37 o.c.
ace nag at top and bottom staggered on
x nags ato.o,
opposite sides
W 14 age gage sages aet 24' o.c.
gt
2-20 common (4' x 0.197)
3-3' x 0.131' mile
ace nail at ends and at each spice
3-3'14 esa w
. 2 looks.
16d cornoon 1/T x 0.1
at each bead
. Color tie to rafter
3 - led common (,T x 0.148)
4-Wx 0.131 nails
face and
4-3. 14 gage stapes
. Jack rafter to Np
3- 10d common(Sx 0.1481 "
4-3' x 0.131 rails
formal]
4-3' 14 gage stapes
2-16d common (311T x OAM
3 -I x 0.131e'a s
nag
3-3'14rees
(face
. Roolrafterto 24)y ridge beam
2-16d common (3 1r2 x 0.162)
3 -T x 0.131• nails
toenail
3-3' 14 gage sages
2 -16d common (312 x 0.162)
3 - 3* x 0./31• nails
ace nag
PSI APP
4-314 gag, staples
face nall
Iger ship
3 -16d common (3 V7 x 0.16T)
4-3' x 0.131 nails
Face nal at each joint
4-3' 14 gage staples
mod structural panels and pertkleboad(b)
1/7andless 6d(c,l,q)
v, -land wall sheathing 0. bamhg)
23W x 0.113',Ia*)
1 3/4' 16 gage(o)
Poor (combination subffwr+ dedayment to
19/37 to 3W Sd[d) or 6d[e)
1)
2 3/6' x 0.113' wU[p)
S O.C. Edges and intermediate, 4' o.c. at
2'16 gagefp)
canWnert and cladding edge strip 0 zone
718'lo 1• ad(c)
[refer to Figure 30.&1 ofASCE 71
111W to 11W 1(idn.r8d(d)
3W and less 6d[c)
7/8'to 1' me)
rme"m sreameng(g,d0 1/7 and less No.11 gage roofing nal(h)
6d common nail (T x 0.1131
No. 16 gage stapleff) W o c. Edges and Intermediate
25r37 No. 11 gage roofing nag(h)
8d doormen nag (2112 x 0.131)
No. 16 gage starloW
Wedor panelug 1/4' 4d1l 6• o.c. Edger and intermediate
3 8 6dfk)
Common or box nags are permitted to he used except where otherwise stated
Nails spaced at 6 Inches on center at edges, 12 inches at Intermediate supports except 6lmhes at supports where spans are 48 Inches or more. For nagirg of
wood structural pallet end particleboard daphrams and sheer walls, refer to Section 2305. Nails for wall sheathing am permitted to he common, box or casing.
Common ordefurned shank (6d -2' ),0.113'; ed - 21/7 x 0.131'; Ipd -3' x 0.148•).
Common (6d -T x 0.l l3'; ed.21/T x 0.131'; 10d -T x 0.148').
Deformed shank (6d -T x 0.113'; Sd - 21/2' x 0.131"; 10d .3' x 0.1487).
Conosionaesistant siding (6d -1 71W x 0.106'; 8d .2 3d8' x 0.W) or casing (6d -T x 0.09T; 8d .2117 x 0.11W) nail.
Fasteners spaced 3lmhes on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shag be 6
Mews an center on the edges and 12 inches an center at Intermediate supports for nonstructural sheathing.
Co..slen-resatant roofing nails with 7/164nchdameter head and 1 1124nch length for 124mh sheaf" and 1 3f44nch length for 2SW4nch sheathing.
Conoamn-malstent staples with mminat 7/16inch crown or 14mh crown and 1 1/44nch length for 12-Inch sheathing and 1 124wh length for 25f324nch sheathii
Pawl supports at 161news (20 inches if strength axis In the long dgection of fie panel, unless otherwise madded).
Casing (1 1/7 x 0.080") or finish (1 1Z x 0.072) nails spaced at 6 inches on pare) edges, 12 inches at Intermediate supports.
Parcel supports a1241mhes. Casing orfxlstm nai s spaced at 6lmhes on panel edges, 12 inches at Intermediate supports.
For roof sheathing applications, Ed rails (211T x 0.113') are the minimum required for wood structural panels.
Stapes shall haw a minimum crown width of7/161mh
For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8lmhes at Intermediate supports.
Fasteners spaced at 4 inches on center at edges, 8Inches at Intermediate supports for slfePoor and wall sheathing and 3 inches on centerat edges, 6Inches at
Intermediate supports for roof slealhirg.
Fasteners spaced at 4,mches on center at edges, 8 inches at Intermediate supports.
See FastenerAfterrete Schedule.
Fasteners must be Installed with nen spacing between them across attaching member.
Alternate Fastening Schedule
Connection Fastening
T 3131. Wood structural pawls and p ftleboa,d 12' and less T x 0.092' Rug Shank Neil -
SubPooc roof and well sheathing (to framing) S bnm edge, 10" o.c.
r tbHdO �ynfoln
• drda,
CODE REWEW
pmlessionaf s-loa fndastrks
114833rd S&W
Orlando, FloNa 32839
DeparOm,x Maagw VWax G Mont PE
FL PE 98=79
Strap & Simpson Strong -Drive® SD Screw Schedule HStrap & Fastener Schedule ta}
Rafter H6 d/5 1Cflavl S d CM,et 4 _ I Rarerlb)
Porch l A. l - I 4SO9 t I 4SDgxl.sl _l I Porch I AA33 585 I 750 I 410. I 41 -10d51
Tie-0owns
S'e'x 30' Anchor
4,300
_
Header[d}
HPa0,41,80,81
4,725
53ht 0.131
S3h a131
Only need on elwnimm sheatltlrg walls.
partl1/4se.
U IiR
Wall asaner
Floor Fasan
Headers over6 P.
Me-Downs
20Ga. 1-1/4 Witle
4,72�i
7-10*1-T
-
S(rX 30' Anctar
1 4.300
-
a. An straps can be substeuted with an equivalent brand mcetog same strengths,
b. Rafter Des to stud wallto be at every connection fur2,r o.c. & can be awry other
16'o.c. but Is requited on comers and studs a4acent to comers.
c. Only needed on alumimrm &,Aryl sheathing walls.
SUILDWO TYPE
c
1
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r,.onr ay: MTB
ogle: 4/20/15
soots N/A
SCS-B-160C
. O'ki ." M,K Nor01P1pMn OF nes PUW SEIr"Me
i TX6 a1.nplW� TUE7a111R�rRW PR Re Dearer m1S WATION
COQ our ta16a.
d. RS11t la nE-OaM1 RTA1a ran RroPEn aSfA1A10N
4. A. rn1EUsmor, P./fT M lauss 9. ElG AI¢ W i2 SFr, 0. A4
a. smue"1ts aw M'oe - M 1Mt ,MW AN or tit ,11mv ork
e, GVmrar m1D BE WALLED till-= er ones 1 vxw
7• ASLPE*R nfpnah'No
kaT . W aw
8.0n A¢tKmMIfE corm roc 16 I. srm0cC s caa Max Nor
10.lW,V9M4r1J8D rSlq NNU4r WBIPICN 1am11 A noon MBA OF IFS
11/1W WERE OACT 701MISTL=1{4
a. 04 ALCOROAaX "ni rm 100A1,1, 9MaaaS RAT Mir 400
,xs APP Mnenr M nor Stsxer Te 4wkW#
obwwass ar ar_ eoN�PaNFWM) Nor nEpnmBo rare wMooAs°
�♦ \,\CENseLLj
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_ :• STATE OF : 4
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w/-OI I ``` ```♦
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W Matthew T. Baldwin P.E.
I- Florida License #64608
In
L< Sheer FBPR-7 OF 7
I
ME -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2'x3' (40D LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
4" CONCRETE
SKID -LESS TYPE
TIE -DOWN STRIP BOLTED THRU
FLOOR JOIST WWTIIT}H{ 1/2' GRADE 5 (1) 4x4 SYP g2 ON 8' WIDE OR LESS.
BOLT MINIFIUM WITH WASHERS (-(2) 2x6 OR (1) 4x6 P.T_ SYP /2 SKIDS
/ ALL ELSE(CAN BE SET ON GROUND).
4' CONCRETE
2x4 SOLE PLATE (NATURALLY
1/2'x3• (400 LB.) CONCRETE DURABLE *ODD OR P.T.)
WEDGE ANCHOR WITH 2' WASHER __U�
GRADE _—....__A . _----T- r.
4' CONCRETE
FLOOR -LESS TYPE
WITH STANDARD BOTTOM PLATE
ME -DOWN STRAP (SEE NOTES)
SECURED WITH 7-edxl.5' NAILS
4x4 SYP 12 ON 8' WIDE OR LESS.
2x6 OR (1) 4x6 P.T. SYP 82 SKIDS
ELSE(CAN BE SET ON GROUND).
CONCRETE
TABLE 1 - 160C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
14'-0"
9'-6"
12'-0"
1D'-D"
1O'-0"
16—V
8'-0rr
11'-0"
6'-0"
12'-0"
SHED WIDTH
"'mum w
SPACIN
14'-0"
6'-0"
12'-0"
r-0"
10'-0"
7'-6"
8'-O"
&-c
6'-0"
16-0"
TYPE 1 TYPE 2 TYPE 3 8UIUXNG TYPE
CONSTRICTION TYPE
FIRE PROTECTION
o® ® o® FIRE SUPPFMSON SYSTEM
OCCUPANCY
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
EXPOSURE
ENCLOSURE
TIE -DOWN STRAP l INTERNAL PRESSURE COURMENr
(SEE NOTES) UPMANCE FACTOR
2x4 SOLE PLATE (NATURALLY ROOF DEAD LOAD
1/2'0' (400 LB.) 1Z
DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2' WASHER ROOF LIVE LOAD
ROAR LEAD LOAD
LaUDE t___-_^ __ ____ 30" DINE ANCHOR 30" AUGER ANCHOR CONCRETE ANCHOR
�FLOOR LAB LOAD
• FOR ROCK/CORAL WITH EXPANSION BOLT V w,mNG OF WALLA FLOOR, RDDF
47 CONCRETE MODULES PER eNntrnNG
FLOOR -LESS TYPE CAL ANCHOR HURRICANE PROTECDON USAGE
WITH STANDARD BOTTOM PLATE HURRICANE SHELTER USAGE
sOUARE FOOTAGE
1/27x5" (400 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WRH 2' WASHER DURABLE WOOD OR P.T.)
7-7
OQ `< OPTIONAL REINFORCED
1 CONCRETE FOUNDATION
(SEE NOTE 1)
1 8rr I
FLOOR -LESS TYPE
WITH STANDARD BOTTOM PLATE
TIE -DOWN STRAP (SEE NOTES) 1
2x4 SOLE PLATE (NATURALLY SECURED WITH 7-Bdxl.5' NAILS
DURABLE WOOD OR P.T.)
TIE -DOWN STRAP (1) 4x4 SYP $2 ON B' WADE OR LESS.
(SEE NOTES) _ _ __ .�4'" (2) 2x6 OR (1) 4.6 P.T. SYP #2 SKIDS
AADF Y 5/8' x 30" FARM ANCHOR: ALL ELSE(CAN BE SET ON GROUND).
' TIE -DOWN SWWTITITRHAAP BOLTED TRW
FLOOR JOIST
MINIMUM W . WA
GRADE 5
SHERS
ERS
5/8" x 30' EARTH
AUGER STYLE FOR S
DRIVE STYLE FOR ROC
TIE -DOWN STRAP
SECURED WITH 7-i
AUGER STYLE FOR SOIL/CLAY.
DRIVE STYLE FOR ROCK/CORAL i ;( I
1 .4 5/e' x 30' EARTH ANCHO
OPTIONAL REINFORCED AUGER STYLE FOR SOTL/CLA'
CONCRETE FOUNDATION DRIVE STYLE FOR ROCK/CORA
(SEE NOTE 1)
FLOOR -LESS TYPE FLOOR -LESS TYPE
WITH STANDARD BOTTOM PLATE WITH EXTRA 4x6 TO SET WALL ON GROUND
TIE -DOWN NOTES:
1. TIE -DOWN STRAPS TO BE 1-4" x 0.035" GALVANIZED STEEL. FEDERAL SPECIFICATIONS QOS-781-H, TYPE-1, FINISH-B. GRADE-1. TIE -DOWN STRAPS
AND TIE -DOWN DETAILS 2• ALL CONNECTING
ANC14ORSS SHWARE TO HAVE 4,725 ALL HAVE MINIMUM L3. 4,,300 MINIMUM
LB. CAPACITY CAPACITY (3,150 LB. x 1.5).
3. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" 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 AS 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).
6. 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.
8. 4" THICK 3,000PSI CONCRETE IS THE MINIMUM REQUIRED FOR THIS SHED DESIGN UP TO 14' MAXIMUM WIDTH.
4x4 SYP 12 ON 8' WIDE OR LESS.
2x8 OR (1) 4x6 P.T. SW 82 SKIDS
ELSE(CAN BE SET ON GROUND).
" ' I GRA➢E
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT B'-O' MAX.
(1) 4.4 SAP 02 ON e' WIDE OR LESS
(2) 2X5 OR (1) 4x6 P.T. SW +2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
- . .1 e9+AnE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0' MAX. i
aVlRx —Naa, S1H09
Rmao4z 1AVIN s<aR
V-8
NONE
I
15.-T60vgn/200rgN
C/o
1
f/- mm
1.15
laps'
2oPs aR 3 PONT Lain
IwsP
6pPGf
WA
NO
NO
719 soli. aR I}S5
UPORiFD F..Rl PtM6. VOYOR 6 —I. 12/:1/i6 U19
2 UPOARa TO i017 11/11/16 U18
1 RE SID ROTES t/10/l9 IrtB
5
SOUTH COUNTRY SHEDS
THIS ANCHORING
MODEL]
STATE PLAN/
SCS-8-150C
33162
PLAN APPLIES TO
THE FOLLOWING
SGS_6_7DOO
s3ts3
STATE PLANS:
scs-O-16ac
33164
SCS-G-200D
33165
SCS-M-I60C
33166
SCS-M-20oD
33167
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Matthew T. Baldwin P.E.
Cn
Florida License #M608
Sheet: AP-1 OF 1