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kanuracturad.f Pbdolari Buildings Menvf�ularl Buildings Menu > Plan'segrch > Plan Usti Plan Detall -
Plan Tracking #
Code Version
Building Type
Municipal -]ail
Manufacturer
Agency
Agency Plan #
School District
ContfactAgency
Construction Type
Fire Protection
Fire Suppression System
Occupancy
Allowable *'of Stories
Wind Velocity
Fire Rating of Exterior Walls
Maximum Floor Load
Alternate Maximum Floor Load
Roof Load
"R" Rating of Floor,-WaU, 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
33162
'2017
Storage Sheds
'No
South Country Sheds LLC
Professional Serviee-Industries
SCS: Barn 260
V-e
B
No
Storage
1
160. mph
0 hrs
Area' .
so
.0,0,0
1
.719 Sq.. Ft.
No
No
12/21/2017
12/21/2017
01/02/2018
Accepted
Exposure C
Live psf Dead - psf
50 10
20 10
Date Attached File
12/21/2017 PlariiD 3316 SCS Barri-160 2017-12-21-bf6a81fc.ndf
Egg] - f?bn,Riviwvs
contact Us- 2601 Blair Stone Raad. Tallahassee FL 32399 Phone: 850-497,1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement:: Refund Statement
Under Florida flaw, email addresses are public recrrds: If you do not w5n[,your e-mail address released In response to'a public-edcords request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under.Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails, provided may be used for official communication with the licensee. However email.addresses ate public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 455,-F.S.,
please click here .
Manufactured (Modular) Buildings Accepts:
InterEc*.,
psi
December 21, 2017
Mr. Thomas Campbell
Florida Department -of Business and Professional Regulation.
Manufactured Building Program
1940 North Monroe.Street
Suite.90A
Tallahassee,'Florida 32399-07.72
RE: Manufacturer:. South Country Sheds, LLC
Plan. Number: SCSBarn 160
Dear Mr. Campbell
Iritertek-PSI Tel +14073045560
1748.33' Street Fax +1407304 5561
Orlando, FL 32839 . intertek.com/building
VaGeVieO
OCR 1 �,T%tip
ltttn9 0 u men
per 5t t-ncte
Professional Service .Industries 'Inc., -an Intertek company (` lntertek=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, 61 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,
-- La'v �
If you have any.questions or require my assistance in any way, please do not hesitate to9fa2t�ril�!r tom® FOR'�DE COMPLIANCE
62-
Respectfully submitted, COUNTY
Professional Service Industries, Inc. MO�°C if
Victor C. Martin, PE #82379
Department Manager
Building Science Solutions
FILE Copy
CC: Orlando Penner —South Country -Shed, LLC-ojp.scs@gmail.com
(1) Intertek is a brand name representing the Intertek.Group plc legal entities, including but not limited to, Biter pic
Testing Services NA Inc., Professional Service Industries; Inc. ("INTERTEK-PSI'), Architectural Testing Inc. ("INTERTEK0.
-
ATI" ), and MT Group Inc..(1NTERTEK-MT).'
www.intert6k.com/buildihg
BARN 160
m
►r
0"-12' •
DESIGN PRESSURES
ROOF +20
FORS/WINDOWS +94
END
I- OPTIONAL PORCH --I
TO 12" OVERHANG
- MITEK #MT-20 OR
EQUAL
-70.2
-23.1
TRUSS
PSI APPROVAL 2017-12-21
ROOF SHEATHING OPTIONS:
- OSB OR J"-A" PLYWOOD WITH 20 YEAR CLASS
'1' 225LB FIBERGLASS SHINGLES
- 29 GAUGE CORRUGATED METAL(RUN ANY DIRECTION)
SECURED WITH MIN. #1ox1.26" SCREW W/J" HEAD
3'-0" TO 40'-0"
OR WASHER ® 8" O.C. (ON 24 ROWS)
SWPE
2"x4" TRUSS
® 24" O.C.
MAX.
Ni
SLOPE
WALL TOP PLATE
ROOF FRAMING PLAN
OPTIONAL 2x4 ROOF
PURLINS
2"x4" OR 2"x6" OPTIONAL BOTTOM CHORD
WITH SHEATHING FOR LOFT OPTION
3'-0" MIN. To 1 o'=o" MAx:
BARN STYLE ROOF
1 "x4" P.T. FASCIA
END WNLL TRUSS
0"-12" OVERHANG-�
f `s�Grfgmmliad
fr8uildOn
CODEREWEW
Professlonal Service IndasWes
1748 33rd Street
Odanft Honda 32839
OeparRnentMa ge Victor C. Martin, PE
FL PE #=79
IEV'EE® FOR
ODE COPLOANC
�T. LUCIE COUNT1
BOCC
MITEK #MT-20 OR
EQUAL
2"x4" VERTICAL STRINGER
FOR SPANS 12' AND OVER
2"x4" OR 2"x6" OPTIONAL BOTTOM CHORD
WITH SHEATHING FOR LOFT OPTION
0"-12" I- I- 11'—O" MIN. TO 14'-0" MAX.
BARN STYLE ROOF
FILE COPY
CODE
TYPE
MON 71PE
Soum txA1Nm/ m
V—e
NONE
NONE
STORAGE
1
V-150rnph
a
ENOLOSED
+/— 0.1E
1.15
10PSF
2OPSF OR 3DOm POW LWD
1OPSF
5OPSF
WA
1_ 1 1UPDATED TO 2016. ADDED DOORS @ ELECTRICAL 112/2/161 MT9
2 UPDATED TO 2017 11/1.1/I6 MTB
Caen ",. MTB
Date:
4/20/16
SWIG:
N/A
° . SQS-B-160C
I. p1Ak9 Al U of no PLAN SET A4D ARE Pktf
&Zlfa PTM PROPER N3041k"
z 4o �3tM RVMM ,R°0,s= EM ARE 2.4 n SPF DMEPT As
OVER g Q � BE[WrA'0ak Lns�iLmuWNaaGlD00�
7, ACOiI°�Alj� No
m MST THE WNWLN .10 M ION.
a.M AWOImANCE t11iH PDNC 1eW smRAcE SHEDS ARE NOT
t1EvcNm ESTsptLE�RLO�WN xAarAm�gryr' OL A PLnoR A��
mRNE I�aFyygLtss
�Rr VXDBDtsOW LYWucr MUM of n� 2014
°' *°"noN itssr � 00&1.. Eu r , r A�E 400
(� 10
= m w�"oOo°�mmff W�LxrREalarmstas OF THE
soi AL0. "°�i�i c°wu SuSD tsm s rnAacsHl�� °mna 1oF
APPRwAL OF TP E DEPARIVENT ARE NOT SLB= TO 855&842
MOMA PLROOUCr APRtWAts AAE NOT LS: UM FOR WNW^
DOM OR OtH R
````lllII
T.
\,\CENSF •• 0���
,6
Z
Q
W r.
\ i STATE OF 41)
.�
0T''•.••FL0RIDP •.`���`�
i , • G .�
O ��i �'� �O N A L-
g 1,11111110
Matthew T. Bald*in PX.
O Florida Ucense #rA608
0 0
Sheet FBPR— 1nOF 7
1/
PSI APPROVAL 2017-12-21
A� IrPnnxdinn
�� .TnBuildOn
C
2x4 SOLE PLATE
FLOOR FRAMING
A
2x4 Sl
24' O.l
I IDS O
MAX.
Lv T
�J L�J
i�-3 i -ice 60 MAX. 3
ARIFR 3'-6' TO
- OPTIONAL TI
PLATES -
2x6,
2x12. 2x8 0
\_/(2) 2x6 OR (1) 4x6 P.T. SYP
END ELEVATION 11 SKIDS.
WI ER SKIDS ON
WITHOUT DOOR
VARIES 3'-0' TO 14'-0'
END ELEVATION
WITH DOOR HEADER BELOW TRUSS CHORD
CODEREWI
Professional Service Industries
1748 33rd Street
Orlondo, Florida 32839
Department Manager. Victor C. Martin, PE
FL PE #82379
END ELEVATIREVIEWED
L ■ 6 i ■ : �.,lfl .5� L:11.1. ' Or J-Y .
PLIX
BOCC
FILE COPY
M.
CODE VERSION mrtctis¢-z anu i —
UF CRIRER SIIUIH CURM SHEDS
BUILDING TYPE
CONSmucnoN TYPE I V-s
C
ROOF LIVE LOAD
2OPSF OR 3000 POINT LOAD
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
00PSF
RATING of FLOOR. ROOF
N/A
LES FER BUR.aNc
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
ND
SQUARE FOOTAGE
719 SQ.FT. OR LESS
RMSIONS
REV
DESCRIPTON
I DATE
BY
1
UPDATED TO 2016. ADDED DOORS h ELECTRICAL
12/2/16
MTB
2
UPDATED TO 2017
11/11/16
MT9
Drawn or.
mm
Date.
4/20/15
300 e:
N/A
SCS-B-160C
. FTxI 1 RAMS ARE NDT PA it OF TH6 PLAN SET AND ARE
2, 71ffi 0L■DtIG 6 �,� FIx: ENE7tC7
CODE
3, {EA32 TQ 7p.TE
f01
OETAlAL B Fixt FRORtR PJSTi41ATi0N
4 &SRDS, Rwn3t3, TR msm ETC. ARE 2.4 /2 SPF. DDE'PT As
& SmUCIURES attrt 400 SC FL Y10L HAYS AN TtTf DOOR_
B. 1NnFTS TO BE O6TALIID OIfSRE B/ OMQS 7FOOI
7. ACO_LMkWOtS " ooatts R 1)EfT WE 11D1 W M-ECMTMW
■� MNWTUii "DUO etE 01 19PACT SUVI OF TM =4
(C ■■•�aa I9.I�HLAM��p�AH'f�, FOR USE
p RANKH FBC tOOA4t�1.. ■UlMlrs 7WS �Oo
rAf 170 ME DOOR RkkIR NP *—YTETx7TRE1■MS OAF THEE
APRW& OF TM OWARTWW ARE NDT SUIIl= TD 3,u2
DMom Pmow
OORS OR CI DdlPot■ftRsl E Nor FEOURM FOR 1nkDahs
``� N T 11///
o EN
W.
'% STATE OF 44/
� ��llllllll��
Matthew T. Baidwin P.E.
Q Florida License #64608
L? Sheets FBPR-2 OF 7
4x4 P.T. POST END WALL
(SEE DETAILS)
*DOOR & WINDOW LOCATIONS VARY
PSI APPROVAL 2017-12-21
SEE HEADER DETAIL
-------
V//,/
tVARIES-
/
-1—YARIES
/
/
SEE HEADER
DETAIL
w
/
/
/ /
/
/ /
/
/
/ /o
/
4x6 P.T. POST
6' O.C. MAX,
211 STUDS
24" O.C. MAX
STANDARD WALL D ETAI L
WITH DOOR & WINDOW OPTIONS
OPTIONAL* FLOOR FRAMING PLAN
WALL SHEATHING OPTIONS
— ?9" OSB SMARTOR
THERMO SHEATHING EQUIV. WITH:
DE
—JAMES HARDEE PANEL OR EQUIV.
—JAMES HARDEE HORIZ, SIDING LAP OR EQUIV.
—VINYL SIDING
— 1"-4* 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 (0.136 THICK)WITH VINYL SIDING
- D4 ALUMINUM SIDING
/-END WALL
j, 11�mration
Tr,BniJdO„
CODE REVIEW
Professional Servketrrdustr(es
1748 33rd Street
Orftmtq Florida W"
Oep.Mm t FA W-Vl w C. Marta, PE
FL PES62379
2x4 SOLE PLATE
FLOOR FRAMING
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 FORME OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
REVIEWED FOR
CODE COMPLIANCE
OOR SHEATHING OPTIONS: ST. LUCIE COUNTY
6/8" TO 3/4-
--P.T. PLYWOOD ®�b+�
-CDX PLYWOOD
-OSB
-PROSTRUCT
-PERFORMMAX 600
2x4 P.T. S.Y.P. #2 PULLING
BLOCK
FILE COPY
(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'-O"
TO 10'-0"
TO 14'-0"
FLOOR JOISTS
2x4
2x4
2x6
MAX, O.C. SPACING
94.
16"
16•
VEFSON
TYPE
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 30M Parr LOAD
FLOOR DEAD LOAD fww
FLOOR LIVE LOAD OOPSF
RA71NG OF mus. FLOOR. ROOF WA
719 Sorx OR LESS
1 2 IUOAATTEEDO TOO 20I112/2//1I66 MMDH
UPO2017 1/11
Or°Rn ur. MTB
m0' 4/20/15
N/A
SCS-B-160C
wvDtfD PLLAt�sE AZIW n s PUN SET AND ARE
� COOE PLR D6cw,Lt�0J1fV1� = fm am= cmmwml*
3, fEFF7t ANM t1 OETALS FOR PROPER fI3fALlA710N
4. Rm�ltRR % RAFTM � M AM 214 +2 SPF D=q As
a a, ro Ob+T°DALLFD OIif—E BFL ftL Y ORHMR�A, DOOR.
j7 uLIV& Al DOORS ro IkT RE LID, W SPEDa� M04S
O a1N AWOADANCE x FDc roRArt:E sROs ARE NOT
OMGNED FOR HU HA9IUT,ON WOR A FLDOR ARFA OF LESS
rnD spt FFET ARE NOT RFAUFED 70 CO4PL1 ng
%p. wtN990RNE DEBRE 1NPADT SDINO DS OF 2014
4 Fac 1ooa1.. 9uta9s 7LNi /yam 400
J StlWtE 4 1Qq�RRR iLESS RUT /uR�p- FDR�1�IISq1 �J5
SUB= T 1HE DOOR 1E AND
R VON
REEgUURgQ99 OFF ARE 7K
FDO 2Df1,
to IN FLOM A as AEm MRArE MRADSKEDS ME ' S or
O APPRN& OF TIE 1xrAR111F11r ARE NOT SUM= To 95&a
33
o MAMA PP APPROJALS ARE NOT REAURM FOR IiDD�9
LL-
T.
•�\CMER
ENSF.� •• ��//
O` Q' i
z-:J,0
O
0 -p STATE OF J
ltx
o
���/lllllll��
J Matthew T. Baldwin P-E.
J Florida License #64608
Sheet; FBPR-3 OF 7
1`
�1=
LI
2"x4" OR 4"x4" P.T.
1/2" PLYWOOD FILLER
2"x4"
Z%4" WITH
PLYWOOD FILLER
2"x4" UNDER
"x 4"w /2 %4"
(2) 2"x6" WITH
1/2" PLYWOOD FILLER
AND 2"x4" UNDER
TRAP
PSI APPROVAL 2017-12-21
HFADFR DETAILS AND EQUIVALENT SIZES
2"x4" OR Cx4" P.T.
1/2" PLYWOOD FILLER
2"x6" OR 4"x6" P.T.
1/2" PLYWOOD FILLER
?i2"x6" OR 4%6"
(2) 2"x8" OR 4"x8" P.T.
WITH 1/2" PLYWOOD FILLER
M
ff .-. f) /•-. It Aff /—',—ff —ff �r'n Aff .rl"
(2) 2"x8" WITH
1/2" PLYWOOD FILLER
AND 2"x4" UNDER
RAP
(2) 2"00" OR 4"x10" P.T.
WITH 1/2" PLYWOOD FILLER
'RAP
"x8"w/2"x4", (2)21`10011 OR 411x10"
(2) 2"x10" WITH
1/2" PLYWOOD FILLER
AND 2"x4" UNDER
TRAP
"x 10"w/2"x4", (2)2"x 12"
WALL STUDS��
FLAT I /
HEADER
i
WINDOWS* 3'
WIDE OR LES`.
'NO —STRAP' HEADER DETAIL
MAX, 8' SPAN
•NOTES
1. 1/2" PLYWOOD FILLER CAN
2"x12" OR 4"x12" P.T. BE BETWEEN BOARDS OR
1/2" PLYWOOD FILLER ON INSIDE OF STRUCTURE.
2. SEE FASTENER SCHEDULE
FOR HARDWARE
REQUIREMENTS.
3. SEE HEADER SCHEDULE
FOR ADDITIONAL
INFORMATION.
4, WINDOW HEADERS HAVE
COMBINED 60%' OR MORE
WALL FRAMING ABOVE AND
RAP BELOW, OTHERWISE REFER
TO DOOR HEADERS.
ff A r%ff
�r h,,1on emiax
i�� TOBnildaa
CODE REVIEW
Professional service Industries
n4833rdstreet .
EXTERIOR Odamlo, Florida 32839
SHEATHING Departmt Ua g=Victor C. Martin, PI
FL PE OM79
84"x16,}" ROUGH OPENING CUT
BETWEEN WALL STUDS. VENT IS
SECURED TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
OPTIONAL REVIEWED �
End Wall Header
Schedule 160C e
Sized}
Max. Span
NJ(b)
j
Fasteners w/o s pr.
(each end)(c
1-2"x4"
3-9'
1
3 — 3" x 0.131" nails
2 ZW"
64"
1
6— 3" x 0.131" nails
2-Tx6'
10'-a-
1
6 — 3" x 0.131' nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ _ Number ofjack studs required to support each end.
c. If over 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. 2-2"x4" or 4"x4" P.T.
f. This table is only for headers below the endwall truss. Use Side Wall
Header Schedule for headers that break bottom cord of end wall truss.
C®f�1PL
LUCIE C®
BOCC
Side Wall Header Schedule (160Cke}
Buidling Width
Fasteners w/o strap
Up to 14' Wide
28' Wide
Sized,g}
(each end)(c}
Max. Span
NJ{b}
Max. Span
NJ(b}
1 2"x4"{f}
3'-0"
0
T-0"
0
3— 3" x 0.131" nails
2 2"x4"
6! 0'
1
514"
1
6 — 3" x 0.131" nails
2 2"x6"
8'-0"
1
T-0"
1
6— 3" x 0.131" nails
2 2"x8"
9'-0"
2
814" _
2
8 — 3" x 0.131" nails
2-2"x 10"
101-0"
2
9'-0"
2
-
2-2"x 12"
11'-0"
2
1 ""
2
-
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber-
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 alternate layouts, i.e. 2-2"x4" or 4"x4" P.T.
f. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule. ` ' `""� ' a�yn
g. The header can be attached to the top plate and thusl ha � e cane i led suer t1
equivalent and use the maximum span stated. See header details for equivalent sizes.
I bIMN m�uiawi}m�-R�,r II
V-B
c
ROOF LIVE LOAD zoPsi oR 3mm POW LOAD
FLOOR DEAD LOAD tOFSF
FLOOR LIVE LOAD 60P
RATING OF WALLS. FLOOR. ROOF I WA
ULE , PER BUILDING I1
OR LESS
1 1 (UPDATED TO 2016, ADDED DOORS 11 FIEMCAL I ll/2/io I MLtl
2 UPDATED TO 2017 11/11�16 LIT9
A Vi 4/20/15
JNT r
L: N/A
SCS—B-160C
. FOU Ft ARE PART OF nns PUN sEr AND ARE
R Im IsmDE PIER iD 6r,��0 ID: Lac E1MW caNMVAmN
3. RaDt 7q_lE m D1DoFA IIS FOR NeoFfALLATIDN 4, 40M RA RIM TRUSSM EM ARE 24 f2 SPF. MGM As
& smucrurm L EA IDD sLL FL L INYE AN 61f l mat
6. GLIDERS TO BE 8f6fA11FD wa
aN-SITE Br unum TRRII LML
7. ALL
dM AmOtm1NCE WRH FIX 16W L7�DlsliDAr1A� Bi/b�s�AtB NDr
7D7µµm�Y -L NUWWFFET H F�Nr f670Ut&D—TasmYRT¢w�LM
µ1f(LVOR1' rDSONNE DFDRIS LNPAcr —ME) Ds OF Tip 2014
FM
9, oAQqRRI�IRI FHC 100A41�. R1llfIGS 71NT ARE 400
m141LLNr.�ON RDH ONE- AND T110— F L7'MR USE DI9 � NOr
SM= To THE mwODR{{ HORff AM VADrH TRIJEWFlE1ENIs OF THE
FIX 1 SIORA(�'�BIIL nORVA
45 AND SDFADE SMSSWE �BFAR6IO THEE OF
APPFWAL OF THE DE VMWENr ARE
(FU*WA PRODU OR UnotIrWNspLaER:r DS
DOOMsAE tII7
`♦�\\,rE ....1.... Bq
' ) WIt
—I i �':, STATE OF •�
LLJ
L11 MattheW T. Baldpin P-E.
C) Florida License #64608
w Sheet: FBPR-4 OF 7
0-12"-
MITEK #MT-20 2"x4"
OR EQUAL (NOT ON
MONOSLOPE)
(1) H2.6 CONNECTOR W/STANDARD FASTENERS
OR EQUAL(410Lbs.) (SEE FASTENER SCHEDULE)
SHEATHING CONNECTS TOP
PLATE TO WALL STUDS
TRUSS CONNECTION DETAIL
DOOR NOTES:
1. EACH DOOR HAS 3 HINGES WITH 8 SCREWS EACH
2. DOUBLE DOOR DESIGN IS SAME LAYOUT
3. SHEATHING IS FASTENED SAME AS TO STUD WALL
W
Ir
lnfonntuinn
�Rc■
va :T,ltrFi(rlOn
CODE REVIEW
Professional Service industries
1748 33rd Sheol
Orlando, Florida 32839
Deparhnent Manager. Victor C. Martin, PE
FL PE S82379
PSI APPROVAL 2017-12-21
3 STUDS PER EXTERIOR
WALL CORNER
CORNER CONNECTION DETAIL
AAITP-It"..d" na 1=nIIAI TVD
4' MAX
.spy
2"x4" TYP.
W
TERIOR MEMBERS USE a
TEK 2"x4" OR EQUAL
R NAILED PER [16]
1 THE FASTENER
",HEDULE
4EATHING FOR DOOR
(IN SAME AS WALL
-IEATHING
OPTIONAL WOOD FRAME DOOR
CONSTRUCTION DETAIL
WALL SHEATHING
SEE FASTENER SCHEDULE
2x4 SOLE PLATE
FLOOR SHEATHING
r— FLOOR JOIST
WALL TO FLOOR
CONNECTION DETAIL
MITEK 2"x4" OR EQUAL TYP.
2%4" TYP.
-IEATHING FOR DOOR
CIN SAME AS WALL
-IEATHING
TERIOR MEMBERS USE
TEK 2"x4" OR EQUAL
Z NAILED PER [16]
J THE FASTENER
;HEDULE
!a 4' MAX -- I
OPTIONAL WOOD FRAME DOOR
CONSTRUCTION DETAIL
CODE
BUILDING TYPE
CONSMMON TYPE
FIRE PROTECTION
INTERNAL PRESSURE OOEMCIENT I +/- ate II
2OPSF OR 3001b
10PSF
OR LESS
z I
It uPDAtE2 ro zo� aoom DOORS a FTPCTRICAI. II/tt/tlsl N78 II
umwn or. wm
' 4/20/15
Scale:
N/A
edal .
SCS—B-160C
K.-Raw.
S AAE NOT PARr OF TIM PIAN SEr AND ARE
�m PFx luD�ni'Nu.10t I FM FN M o"MATIW
3, ISEFER Tq TTE-IO N DER1l5 FM PROPFA NST/IiATION
4, �R� sR.1113%�+RNT131% , �, EIS ARE 2.4 #2 9PF ExCUF A9
sI� MM 400 Sa. rL WU RAVE AN ae )AN i omit
Q taFtms TO DE DQrAum oN-srtE er omFTs TI001
7. A FP�O°,�aMAD� TO 000�� THE W19WD4 saF>slraTloNs
EL IN AMDFWM R FI ,aD9 t a sttlRA� alms ARE NDr
DESMM FOR R IU9rATION A .3 AiEA OF X.01
400
LRENar
OF THE
(!) =RpR===MW
ROT RE IL. FOR MM"I
`1%11 11/pl.
°°°O��V.I T . eq s
L5
0 �� �� •••��CENS,, •• •• ��/�
U — •- N i
Ldo_
Z e STATE OF r (�
O .•
U '•••............ • ' G x
v
MattheW T_ Baldwin P.E.
O Florida License #64608
o Sheet: FBPR-5 OF 7
m
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
(2) 1 /4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL
PORCH
2"x8" ATTACHES TO
ROOF TRUSS
PORCH END
4"x4" P.T.
4"x6" P.T.
CORNER
PSI APPROVAL 20 -
4"x4" P.T.
SECURED'WITH STRAPS AS
PER FASTENER SCHEDULE
4"x4"'P.T• (2) 1/4"x6" LAG BOLTS EACH
4"x6" P.T. END OF ANGLED BRACE TYPICAL
REVIEWEDFOR
PORCH INTERIOR COLUMNOO®E COMPLIANC
ST. LUCIE COUNTY
B O w C
®V_
I
CODE VERSION
uFcruRER
BUILDING 77PE
�anoN
RFESUPPPPRFSI
"we"0"F
awe WIND SF
R CLOS RE
INTERNAL PRE
IMPORfANCE F/
4"x4" P.T.
2"x4",2"x6" OR 2"xB"
—TOP PLATE
\ k 0C_
4"x6" P.T.
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
Ti+I,'I3uir i1ldd'0n
ir
CODE REVIEW
Professional servlee Industries
1748 33rd Street
Orlando, Florida 32839
Department Manager. Victor C. Martin, PE
FL PE i92379
k♦
END
2"x4" JACK STUD
4"x4" PORCH HEADER
TIES INTO SIDE WALL A
MINIMUM OF 1 STUD
PORCH TO .SHED CONNECTION
OPTION 1
ELECTRICAL NOTES:
2"x4",2"x6" OR 2"x8"
UNDER PORCH 4"x4"
WALL
2"x4",2"x6" OR 2"x8"
TOP PLATE
4"x4" P.T.
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
4—i
SIMPSON 4x4 POST
BASE BRACKET
4"x4" PORCH HEADER TIES INTO END WALL
WITH SIMPSON 4x4 POST BASE BRACKET OR
EQUIVALENT. BASE ATTACHES TO END WALL
USING A"0.5", LAG BOLT MINIMUM. 44
HEADER ATTACHES TO BRACKET USING
A"0.5" LAG BOLT MINIMUM.
PORCH TO SHED CONNECTION
OPTION 2
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"-16f1
A.F.G.; MAXIMUM 8 RECEPTACLES.
6.
ALL SWITCHES TO
BE AT 48f1-52"
A.F.G.
+/- a,B
1.1S
10PSF
20PSF OR 3001b POI
1OPSF
IogF
N/A
1
NO
"0
719 So.M OR LESS
I 11 (UPDATED 70 2018, ADDED DOORS h ELECRUCAL 112/2/1s I MTB
1 2 IUPDATEO 70 2017 1t/tt/ts tATB
FILE COPY
WALL
cn
W
0
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J
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-
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W
J
W
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z
0
0
ur"n w. MM
Data;
4/20/15
SCOIC N/A
'dal . SCS—B-160C
FOU �r IDGLAR�1EL� "Or PART OF THIS RAN Str AND ARE
2. TM BIAUNO IS DWPr�IE FBC 110W 00 MWATI111
CODE PER 101ti.�.
E fi£ifR 7q_1E %ODD Fl7R PRCFFn t'd'rAL.tAitON
4, �SRDS, R*TERS, 1 l!, ETG ARE yd /2 SiPFFfl�Flx11C�EPT A9
0. TarTmiERu 7t07t0 1oEDGSTAALLLED 0 -SDEE BY+EOTHERS R tU LOCAL
7, A00iL2 DOO S ro M EEl THE 1Wd1U11 SPBOMMNS
a CODE
q ACCOIDNUZE® 16L2 stOSHEDSDE sI6 ARE(pf
nEgakm FM HAEMTON 11101 A FLOOR AREA OF LESS
0. S�ACC t Ott IESS IAT /1E1.B1.�TEBxIIpED�N I> TARE �00
COlyUNCilON NaR okE- AND 7�p- FAYE.r p�Fj��BIS IUE I�Or
SUBRLr ro THE DOUR ttD4tn AFP 1YQnN RBWEt�ts OF.
SUB= ro
REGUM Ea
����``►„T
,rE ......... eq �6��i
`� �� •��CENSF••
���•• p%
i STATE OF 44/
////111110,
Matthew T. Baldwin P-.
Florida License #64608
Sheet FBPR-6 OF 7
Fastening Scheduled
-Bd commom (2 1/2-x
- 3" 14 gage staples
-8d common (2117 x
-3" x 0.232' nails
6. Sole pate to joist or blocking
16d (3 1/7 x 0.135) at 16' o.c.
3' x 0.131 nails at B' o.c.
3' 14 gage staples at 17 o.c.
Sole plate to joist at blocking at braced wall
3 -16d common (31/T x 0.135' at 16" o.c.
panel
4- 3" x 0.131" nails at 16' o.c.
4-3' 14 gage staples at 16" o.c.
7. Top plate to stud
2 -16d common (31/7 x 0.162")
3 - 3" x 0.131" nails
3-3"14 gagestaples
8. Stud to sole plate
4- Bd common (21/2" x 0.131)
4 - 3" x 0.131' nails
3 - 3" 14 gage staples
2 -16d common (31/2" x 0.162)
3 - 3 x 0.131' nails
3 - 3' 14 gage staples
9. Double studs
16d (31/2" x 0.135) at 24° o.c.
3' x 0.131" nail at 3 o.c.
3' 14 gage staples at 8" o.c.
10. Double top plates
16d (3117 x 0.135) at 16' o.c.
3 x 0.131' nail at 8" o.c.
3' 14 gage staples at 8' o.c.
Double top plates
8-16d common (31 /7 x 0.16T)
12 - 3 x 0.131" nails
12-3 14 gage staples
11. Blocking between joists or rafters to top plate
3 - 8d common (21/7 x 0.131)
3 - 3' x 0.131' nails
3-3"14gage sta es
12. Rim joist to top plate
8d (21/7 x 0.1311 at 6" o.c.
3' x 0.131 refs at 6' o:c.
3' 14 gage staples at 6' o.c.
13. Top plates, laps and Intersections
2 -16d common (31/7 x 0.16T)
3 - 3' x 0.131' nails
3-3"14gage staples
14. Continuous header, two pieces
16d common 1/7 x 0.162)
15. Ceiling joists to plate
3 -8d common (21/7 x 0.131*)
5 - 3 x 0.131: nails
3-314gage staples
16. Continuous header to stud
4-8d common (21/2,x 0.131
17. Ceiling joists, laps over partitions
3 -16d common (3117 x 0.135") minimum, Tabl
(See Table 2308.10.4.1) _ .
4- 3 x 0.131 nails
4-3* 14gagesta es.
IB. Ceiling joists to parall@I rafters
3 -16d common (31/T x 0.135") minimum, Tabl
(See Table 2308.10.4.1)
4 - 3 x 0.131 nails
4 - 3" 14 gage staples
19. Rafter to plate - -.
3-8dcommon (21/Tx0.131)
3 - 3' x 0.131' nails
3 - T 14 gage staples
20. 1' Diagonal brace to each stud and plate
2 - 8d common (21IT x 0.1311
2-37 x Q131 nails
3-3"14gage staples
21. 1' x 8' sheathing to each bearing
3- 8d common (21/T x 0.131
22. Wider than 1"x 8' sheathing to each bearing
3-8d common 2 Irz x 0.1311
23. Built-up comer suds
16d common (31/2 x 0.162)
'
3 x 0.131 nails
3' 14 gage staples
24. Built-up girder and beams
20d common (4 x 0.197) at 32" o.c.
3 x 0.131' nails at 24' o.c.
314 gage staples a{24" o.c.
2-20 common (4' x 0.19Z)
3 - 3' x 0.131' nails
3-3"14 gagestaples
25. 2' planks
16d common 112"x 0.167)
26. Collar tie to rafter
3 -10d common (3 x 0.148)
4-3 x 0.131 nails
4-3'14gage staples
V. Jack rafter to hip
3 -1 Od common (3 x 0.148')
4-3" x 0.131 nails
4 - 3" 14 gage staples
2 -16d common (31/7 x 0.16T)
3 - 3" x 0.131' nails
3-3"14 gagestaples
28. Roof rafter to 2-by ridge beam
2 -16d common (31/7 x 0.162-)
3 - 3 x 0.131' mails
3 -3" 14 gage staples
2 -16d common (31/2'x 0.162")
3 -3" x 0.131' nails
J.- PSI APP
07&1=f7-
4 - 3' 14 gage staples
Location
30. Ledger strip
3 -16d common (3 1/7 x C
4-3x0.131 nails
al
4-3'14gage staples
31. Wood structural panels and particleboard(b)
1/T and less
all each end
Sublloor, roof and wall sheathing go framing)
19132to 3/4"
7/8'to I'
nail
nail
Single floor (combination subffoor-uridedayment to
framing)
I and face nail
cal face nail
1 1/8'to 1 1/4"
ed wall panel
3/4' and less
7/8' to 1'
1 1/8'to 1 1/4'
nail
32. Panel siding (to framing)(q}
1IT or less
end nail
face nail
Typical face nail
lap splice
nail
nail
toenail
face nail
face nail
face nail
ZV o.c.
W o.c.
16' D.C.
face nail at top and bottom staggered on
0000site sides
nail at ends and at each splice
nail
nail
nail
1
2 3(8' x 0.113' nail(n}
1 3(4' 16 gage(o)
8d(d) or 6d(e)
2 3/8' x 0.113' najl(p)
T 16 gage(p)
8d(c}
I Od(d) or 8d(d)
Me)
8d(c)
I Odfdl or Sd(d)
nail
nail at each joint
o.c. Edges and intermediate, 4" o.c. at
mponent and cladding edge strip # zone
fer to Figure 30.5.1 of ASCE 7]
FILE COPY
rwemoam sneamingig,q}
t/Z- anti less No. II gage roonng nautn)
6d common nail Cr x 0.1131
No. 16 gage staple@
25132" No. 11 gage roofing nail(h)
8d common nail (21/7 x 0.131')
No. 16 gage staple{i)
6" o.c. Edges and intermediate
Jnfonrkdiwr
�� .fnUuilJOn
CODE REVIEW
Interior paneling
1/4" 4dQ}r
38,
6' o.c. Edges and intermediate
Common or box nails are permitted to be used -except where otherwise stated.
Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of
Professional Service Industtr/es
wood structural panel and particleboard diaphrams and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
174833rd Street
Common or deformed shank (6d -T x 0.113"; 8d - 21/2" x 0.131"; 1Od - 3" x 0.148").
Orlando, Florida 32839
Common (6d - 2" x 0.113'; Bd - 21 /7 x 0.131"; 1Od - 3 x 0.148").
Deparhneni Manager: Victor C. Martin, PE
Deformed shank (6d - T x 0.113; 8d - 21 /T x 0.131"; 1 Od - 3' x 0.148").
F'L PE1a2379
Corrosion-resistard siding (6d -1 718" x 0.106"; 8d - 2 3/8' x 0.128".) or casing (6d - T x 0.099"; 8d - 21/2' x 0.113') nail.
Fasteners spaced 3 Inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6
inches an center on the edges and 12 inches on center at intermediate supports for nonstructural sheathing.
Corrosion-mistant roofing nails with 7/164nch-dameter head and 1 Ii2-inch length for 1/24nch sheathing and 1 3144nch length for 25M4nch sheathing.
Corrosion -resistant staples with nominal 7/164nch crown or tinlch crown and 1 1/44nch length for 1/24rich sheathing and 1 1/24nch length for 25/324nch sheathin
Panel supports at 16 inches (20 incites if strength axis in the long direction ofthe panel, unless otherwise marked).
Casing (1 1/2x 0.080') or finish (1 11T x 0.072) nails spaced at 6 inches on panel edges, 12 inches at intermediate supports.
0
„�
Panel supports at 24 inches. Casing or finish nails spaced at 6 incites on panel edges, 12 inches at intermediate supports.
REVIEWED
�_
\�iAl9t9
For roof sheathing applications, 8d nails (21/T x 0.113') are the minimum required for wood structural panels.
Staples shall ha+e a minimum crown width of 7/16 inch.
For roof sheathing applications, fastemers spaced at 4 inches on center at edges, 8 inches at intermediate supports.
®gp ,�i �' �� CE
Oho
Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports for subloor and wall sheathing and 3 Inches on center at edgem at
, ���
intermediate supports for roof sheathing. ��
®�j
i�° {,d
Fasteners spaced at 4 inches on center at edges, 8 Inches at intermediate supports. z
rm
ve
See Fastener Alternate Schedule.
p•>t ^
C
Fasteners must be installed with eten spacing between them across attaching member.
® ®
Connection I Fastening
3131. Wood structural panels and particleboard 1/2* and less T x 0.090' Ring Shank N
Subloor, roof and wail sheathing do framing) 5" from edge, 10" o.c.
Strap rii Simpson Strong -Drive® SD Screw Schedule
Strap & Fastener Schedule {a}
PaMDew-
Uplift
Wall fastener
Rafter Fastener
Plate Fastener
Part#/Dew-
Uplift
Wall fastener
Rafter Fastener
Plate Fastener
Rafter
H1
435
6SD9xl.S
47SDgxl.S
Rafter(b)
HI
400
68dcl/5'
48d
H11Z
750
6SDIOX25'
6SD10x2.5'
H11Z
75D
6-16dx25"
6-16dx2.5'
H2A
495
5SM(1.5"
5SD9x1.6'
2SD9xl.5"
1-12A
495
58d(1.5"
58d(1.5"
28dxl.5'
HZ5A
540
SSD9051
5SD9xl.5'
H2.5A
535
58d
58d
H25
410
5SD9xl.5'
5SD9xl.S
1-12.5
410
58d
58d
H2.57.
545
5-SD9xl.5"
5SD9x1.S'
H2.5T
545
58d
58d
H2A
495
7SDgxl.S
5SD9x1.S
HZA
495
78dx1.5'
58d(1.5'
H3
320
4-SD9x1.5"
4SD9x1.S'
H3
320
48d
48d
H4
280
4SD9x1.5'
4S09x1.5"
-_
H4
235
4-8d
4-8dd
-
HS
415
4SD9xl.S
4SD9xl.S'
H5
265
48d
48d
LTS-12
895
6-SD9,c1.5'
6-SD9x1.5'
LTS-12
620
6-10dxl.5'
6-10d)(1.5"
-
LTS-16
1075
- 6SD9x1.5'
6SD90.5"
LTS-16
620
6.10dxl.5"
6-10dxl.6'
LTS-1a
1235
6SD9,c1.S
6SD9x1.S'
LTS48
620
6r10dx1.5'
6-10dx1.5"
LTS-20
1215
6SD9,(1.5"
6SD9x1.S'
-
LTS-20
620
6-10dx1.5'
6-10dxl.5"
-
MTS42
895
7S09(1.S
7S09x1.S
-
MTS-12
860
7-10dx1.S
7-tOdx1.S
MTS-16
1075
7SD9x1.5'
7S09x1.5'
-
MTS-16
860
7-10dx1.S
7-10dx1.5"
MTS-18
1255
1 7SD9R1.5'
I 7SD90.5"
I
MTS48
860
1 7-10dcl.S'
7-10dxl.S'
EA
MTS-20
1255
7SD9x1.S
7SD9x1.5'
MTS-20
860
7-10dxl.5-
7-tOdcl.g'
uer
A21 - 2SCQ(1.5' 2-SD9x1.5'
Porch A23 4SD9x1.S 4SD9x1.6"
A33 - 4SD9,c1.5' 1 "Ift .5"
Tie-0owns y8'k 30" Anchor I 4,300 - -
a. Only needed on aluminum sheathing wails.
b. Headers over 6 sban.
BUILDING WIDE
OF
CODE 1 FORNAATIO
i
-
MM AMM-Z 2ou cow °"
SWM COUNlrtr SK Ds
NOW
EM
NONE
STDRACE
STORES
1
V4-1501TO
C
EfIaDSEn
Tm ENT
+/- ate
1.15
1OPSF
2OPSF OR 300Ib POW LGAD
1OPSF
00P5F
WOR, ROOF
WA
1
USAGE
NO
WE
NO
719 SDFL OR 1E55
7 UPDATED TO 2016, ADDED DOORS 8 ELECTRICAL 12/2/rO MTa
z UPDATED TD 2017 tt/tt/t6 Are
umlin W. WM
Data: 4/20/15
N/A
FUNT.
SCS-B-MC
. Fou �PW S ARE NOT PART OF 7MS PLAN gr AND ARE
2. 7R6 MI DW Is FBC E7(FtM 00NISDNAt10N
CODE PER t0tR22.
3. TiErm to lE nEnas Fit i LEPER trsrAU rA*
4, 9ILnsAF R'Ot M 7RUSSES� , ARE 2.4 /2 SPF. ExcEPr As
4 Glr��7D BE WALAFFFD ON�IE oFL WML ff MOM WO -
7. ALLCCD%AFP WOts To. t�Ef 7FlE 11ddJ94 SI47CD1a1710Ns
a, M AwGmQICQEQRRft Far. 100M.I. OpLIDDNCs TEAT ARE 400
coNRrNCILo11 NttR�ONE A 7�p_ FM;JFpOR��USE��01 � NOT
SI1a�.T 1D IM DOOR FOGHT Apo 1tmTR lEDII1RE M9 OF TFE 11
APPROVAL of TFE DEPARFF1FNt ARE F1or saiEcr 7o 5553J a2
MORM OR oiFUC AF" A ceLS ARE Nor RSEL E7r Flit Y XWft
`IER
%% \>.Ew....... eq '0 �
TJ .0
w
W
= wo :• STATE OF r 4
�i 0.c�'•• F 46
l O R I DLLJ
z '111111110,
L LJ Matthew T. Boldp/in P.E.
I--- Florida License #64608
F:1 V Sheet: FBPR-7 OF
7
v
III
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST 1/2" GRADE 5
BOLT MINI UM WITH WASHERS
1/2'x3' (40D LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
TIE -DOWN S�TITRAAP BOLTED THRU
FLOORLT MINIMUM 1WITH WAASSHHEERS
1/2"x3' (400 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
4' CONCRETE
SKID —LESS TYPE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
CONCRETE
1/2"x3' (400 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.)
GRADE A T_______ _ �
�4' CONCRETE
FLOOR —LESS TYPE
WITH STANDARD BOTTOM PLATE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
TIE -DOWN STRAP
(SEE NOTES)-------------� T�4"
f
I
00 •a OPTIONAL REINFORCED
• CONCRETE FOUNDATION
(SEE NOTE 1)
r .
TIE -DOWN STRAP (SEE NOTES) �I I �(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
SECURED WITH 7-8dx1.5' NAILS (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
CONCRETE
RE -DOWN STRAP
(SEE NOTES)
2x4 SOLE PLATE (NATURALLY
1/2"x3" (400 LB.) CONCRETE DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2" WASHER 4„
GRADE
— 4" CONCRETE
FLOOR —LESS TYPE.
WITH STANDARD BOTTOM PLATE
Y
1/2'x5' (400 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY
WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.)
00 � �4 OPTIONAL REINFORCED
CONCRETE FOUNDATION
1 (SEE NOTE 1)
P• •
FLOOR --LESS TYPE
WITH STANDARD BOTTOM PLATESTANDARD BOTTOM PLATE
TIE -DOWN STRAP (SEE
SECURED WITH 7-8dx1:
(1) 4x4 SYP g2 ON 8' WIDE OR LESS.
(2x6 OR
)x 6/8" x 30' EARTH ANCHOR:
ALL ELSE (CAN BESET OWGROUND).
UND).
AUGER STYLE FOR SOIL/CLAY, I`ve
DRIVE STYLE FOR ROCK/CORAL I n I
TABLE 1 — 160C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
14'-0"
12'-0"
10'-0"
10'-6"
6'-0"
12'-0"
SHED WIDTH
*RA"4uM F'
SPAM
14'-0"
6'-0"
12'-0"
7'-0"
10'-0"
7'-6"
6'-0"
CODE VERSION
J MANUFACTURER I SOUTH COUNOO' SHEDS II
TYPE 1 TYPE 2 TYPE 3 BUILDING TYPE
CONSTRUCTION TYPE
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM
OCCUPANCY
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
EXPOSURE
ENCLOSURE
' INTERNAL PRESSURE COEFFICIENT
pp` ' EV I E Y PJ�OEae ®® Fe®A[�7[/�_ IMPORTANCE FACTOR
ROOF DEAD LOAD
cI ®� CO®®Cit LIA�iR 7 V ROOF LIVE LOAD
��++ �qq�� �� �� pp�1��� ���a� p .T1E�!I-��1- FLOOR DEAD LOAD
30 DRIVE ANCHOR 30" AUGEF �CHBf�b'�6c;Q1V i �R� FLOOR LIVE LOAD
FOR ROCK CORAL FOR SOIL/CLAYIANSION BOLT
'R' RATING OF WALLS, FLOOR, ROOF
%.'y MODULES PER BUILDING
TYPICALANCHOR TYPES HURRICANE PROTECTION USAGE
HURRICANE SHELTER USAGE
_. SQUARE FOOTAGE
1 UPDATED FOR R1 PLANS. ANCHOR SPACING
2 UPDATED TO 2017
TIE -DOWN STRAP BOLTED THRU 3 REVISED NOTES
FLOOR JOIST WWITH 1/2" GRADE 5 (1) 4x4 SYP #2 ON 8' WIDE OR LESS.
BOLT MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP 02 SKIDS - - -
ALL ELSE(CAN BE SET ON GROUND). -�
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY.
DRIVE STYLE FOR ROCK/CORAL
TIE -DOWN STRAP (SEE NOTES)
SECURED WITH 7-8dx1.5" NAILS
5/8" x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY.
DRIVE STYLE FOR ROCK/CORAL
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 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 ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
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.
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-O" MAX.
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
--------------- F1
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
v-B
NONE
NONE
STORKS
1
ENCLOSED
+/- 0.1a
1.15
iOPSF
2OPSF OR 300M, POMP LOAD
IOPSF
50PSF
N/A
1
NO
NO
719 SOkT. OR LESS
j a"
I II-, w N/A e' '!'e II
THIS ANCHORING
PLAN APPLIES TO
THE FOLLOWING
STATE PLANS -
MODEL/
STATE PLAN/
SCS-B-160C
33162
SCS-9-200D
33163
SCS-C-160C
33164
SCS-G-200D
33165
SCS-M-I60C
33166
SCS-M-200D
1 33167
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Ld Matthew T. Baldwin P.E.
Florida License #64608
Lu -2 Sheet: AP-1 OF 1