HomeMy WebLinkAboutBuilding PlansTHIS BUILDING'IS NOT -APPROVED —FOR HVHZ I ISMITHBILT
ROOF SHEATHING: DESIGN PRESSURES
— D4 LAP ALUMINUM SIDING
— (OPTIONAL) J" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING ROOF +27.8/-94.7
WALLS/DOORS/WINDOWS +32.5/-29.2
VARIES 8'-0" TO 50'-0"
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY
LOCAL JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER
SECTION R101.4.2.4.
3. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET
CODE.
4. ALL LUMBER FOR CONSTRUCTION WILL BE #2 S.Y.P. EXCEPT AS NOTED.
5. STRUCTURES OVER 400 SQ. FT WILL HAVE AN 80' MINIMUM DOOR.
6. GUTTERS TO BE INSTLLED ON -SITE BY OTHERS THRU LOCAL CODES.
SLOPE
17. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA
BUILDING CODE.
8. IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS ARE NOT DESIGNED FOR
HUMAN HABITATION AND WITH A FLOOR AREA OF LESS THAN 720 SO. FTARE NOT
REQUIRED TO COMPLY WITH THE MANDATORY WINDSORNE DEBRIS IMPACT
O
STANDARDS OF THE 2017 FBC 6TH EDITION.
9. IN ACCORDANCE WITH FBC 1008.1.1, BUILDINGS THAT ARE 400 SQUARE FEET OR
LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE AND TWO FAMILY
RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF
'—
THE 2017 FBC 6TH EDITION.
{—
10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)d, LAWN STORAGE BUILDINGS
AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE
NOT SUBJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE
p
DESIGN WIND LOAD REQUIREMENTS OF THE 2017 FBC 6TH EDITION.
1
11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL
W
2"x4" TRUSS
® 24" O.C.
MAX.
STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDED THAT
THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN
THE STRAP.
DOUBLE
ND
DOUBLE
END
TRUSS
TRUSS
SLOPE
EAVE/OVERHANG 1"x4" BRIDGING (SEE WALL DETAIL)
ROOF FRAMING PLAN TOP LINE ENGINEERING LLC
���TKUGTURAL ENGINEE0.5
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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BARN STYLE TYPICAL TRUSS
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OPTIONAL RIDGE VENT
2"x4
BLOCKING
urnuN vrmuuYl UK
SEE HEADER DETAIL'
iV
I
O.C. TYP.
'-0' MIN. TO 14'-D' MAX.
2x4 SOLE PLATE /
FLOOR FRAMING J
DOOR
u
MDEK 2xB 20GA. NAIL PLATE
END ELEVATION W/6 10Dx1.5• NAILS DR
EQUAL TYP.
2"x6' P.T. HEADER
DO
DD
M
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.a
OPTIONAL GARAGE
`D
o DOOR OPENING
N
n
N
GALV. THRESHOLD
FLASHING
'-0' MIN. TO 14'-0" MAX. '
MRFK 7xA 70GA_ NAZI PI ATF
2.4 SOLE PLATE /
FLOOR FRAMING J
W/6 10Dx1.5- NAILS OR
END ELEVATION W/GARAGE DOMAL"
SMITH13ILT
UP=ANGE FACIDR 1.1.
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ROOF WE LOW ravel IDb
RDui DEW LOAD trosr
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TTTWilliam
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E. Neary, III
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SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe Terrace
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STATE OF
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Gotha, Florida 34734
/////
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Matthew T. 6a1dwla PE
Florida U.... #646M
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EAVE/OVMM
Sam
BD NA
Wjslao.t�'rjaisort JIAINUANU WALL ULIAIL
EGUAL M- WITH DOOR & WINDOW OPTIONS
FLOOR JOIST, SEE SCHEDULE FOR SIZE
FLOOR FRAMING PLAN
THISBUIL'DING IS NOT,APPROVED FOR HYHZ SMITHBILT
LAP ALUMINUM WALL SHEATHING
PTIONAL) Il' COX PLYWOOD WITH D4 LAP ALUMINUM SIDING
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WALL
SOLE PLATE
A FRAMING
011-4io= FAOIOR
ROOF Ova INa
ROOF VIE Lata
NOTE: WALL FRAMING MEMBERS ARE coNTiNuous FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
SHALL BE FORMED OF GALVANIZED STET CONT1NUOUS, SHEET EL OFF NOT LESSS
THAN 0.040' NOMINAL THICKNESS.
Flan aEm LOAD
naox LAR: Lnm
'x' RAM OF WAL ,Flat
4aouLEs FM LxxlalNa
Huwcw PPaIEmm
MR-AW. SxMW L E
SaWNQ FamAM
3/4' T&G PLYBOARD
_INTERIOR 2'x6' FLOOR JOIST
NOTCHED 13' FOR PT- SKIDS
T2x5 P.T. 24' O.C. TYP.
OPTIONAL 125PSF 0 16'
O.C. TYR.
_ (2)2'x6' P.T. SKIDS
_ ADDITIONAL (2)2-xS- P.T. SKIDS
FOR 14'-0' WIDE BUILDINGS TOP LINE ENGINEERING. LLC
�T0.UL7URALENGINEERS
YYYYYYWilliam E. Neary, III
SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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SHEET#1 (FBPR-1)
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'1R7 !Z
� STATE OF
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J Matthew T. Baldw(n P.E
J RaHda Uaense 64608
Sh— FBPR-3 OF 5
E 10�4qEF 11100.1121
William E. Neary, III
SMP-51, SMI-79, ICC S185040
HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS 1064Gotha, ew Pointe Terrace
Go[ha. Florida 34734
• OTES
1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE.
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
4. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED
(2) 2'x4- WITH OPTIONAL
1d - PLYWOOD OR OSB
FILLER OR 4"x4'
(2) 2°x6' WITH OPTIONAL
1/2' PLYWOOD OR OSB
FILLER OR 4'x6°
20GA. 1" WIDE STRAP OR
EQUIV. ((SEE SHEET 5)
(2) 2-x4- WITH OPTIONAL
1/2- PLYWOOD OR OSB
FILLER OR 4'x4'
20GA 1° WIDE STRAP OR
EQUIV. (SEE SHEET 5)
4"x4"
WALL
(2) 2-x6' WITH OPTIONAL
1/2' PLYWOOD OR OSB
FILLER OR 4"x6'
20GA. 1" WIDE STRAP OR
EQUIV- (SEE SHEET 5)
Side Wall Header Schedule (180C)tel
Buidling Width Fasteners w/o st
Size[d,g) c Up to 14' Wide " M1 I (each end)[c)
NJ - Number of jack studs required to support each end.
If oter 3' span and no straps are used, header must run to next stud.
The optional 12" Plywood or OSB Filler is not structural and only for aesthetics.
See header details for alternate layouts, i.e. 2-2"x4" or 4"x4"
Window header for window openings that hate more than 50% combined stud wall above
1d below, otherwise use door header schedule.
The header can be attached to the top plate and thusly have the combined strength
luivalent and use the maximum span stated. See header details for equivalent sizes.
SINGLE FIAT
2'x4' HEADER
WINDOWS* 3'
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION DETAIL
EXTERIOR
SHEATHING
12"x12' OR 16'x4' BETWEEN
WALL STUDS, VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL)
End Wall Header Schedule 180C e
Sized) Max. Span NJ(b) Fasteners w/c strap
(each end)1c)
1-2"x4" Fo— 0 - 3 — 3" x 6.131" nails
2-2"x4" 9'-0" 0 5 — 3' x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. ff o\er 6' span and no straps are used, header must run to next stud.
d. The optional 1/2" Plywood Or OSB Filler is not structural and only far
aesthetics.
e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4"
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.
SMITHBILT
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'NO —STRAP' HEADER DETAIL
MAX. S' SPAN
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190i DFID IRIn 1004
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STATE OF j 4U
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Motthew T. BDldwln P.E.
Florida License #64608
iLL
Sheer FBPR-4 OF 5
SMITHBILT
Fastening Scheda[etr}
.. ... .. ., . .... ,.-3'i
fFOC TB Ob Eid.f0.11
29. Joic4 eoc Mph,
'tin Pan (s 1+zx,a,3a
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W rYr Plat l•16•e4CA0tto Pr]iD A 13-Bd COmman 412'i at] tzxe mR
2'e02Amty fie OTdmef i2-16d W'I on 1.7i 0.16. :02td a:e aOenGu
SPD p@tmptr+orDming 1160p 1R 0.p3?i6•P.G .... .... ... .i
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CODE INFORMATION
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ti
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n. SUFPIIEIISION M'IEA
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e
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1Qsr
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RATMOF WALLS.
wA
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I
IIURPIWiE PRM=DN USJDE
III
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M
S0W8E FDmIDE
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i 0.1310a%S6'aa .. ..beset
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REVISIONS
REV
DESCRIPTON
DATE
BY
aala-
U/e/le
ate
- �p P.M. W. altl naaectnr 2-t6d iam a t.2'x alb
ii .... ..... ...... .'''
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William ENeary,lll
SMP-51,SMI-79, ICC 5165040
10649 OAWew Pointe Terrace
Gotha, Florida 34734
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ure
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;5-3'i 0.737'rs$ .,_.. �meta0
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Alternate Fastening Schedule
. CP'Ph:Wsrxadefm623c .4-W.... Urx 0.131 ;..an
'
Oraan By.
Celtgp6a. W. PR1ya40U116. i3-I6d OPIIT00P 1d'xDf 5} G3tltm;'FY41'230i101.1
yS 1m223DS,01.t} 4S'I a131 K (aCl mO
ConnlWon Fasanin
Ovle; -_ ..
ALT31-33. Wood stud,ml purls aM pol,le ,aN
11-M less r r 0.09z M ShaNC Nai
tki�gpasto {aale3raTery
3-16Etramonp l2'20135'}mit;a11A1.7a0 R303. tD.4:I........_
SUOCaor,loofah-11tifmthim 0. Pam'ug)
SPomedw,lS o.c.
_. ...
@?¢Taafi ame,tD.t.tj
.... 11aels3
. ...iJ.-ru�R mom...
eats atme
(2 pz: o.l;12.
.. .....
t]-m
µ-ri 0131 nd$ ....... e-.z0
-rt a1]1 dam
jxe 0n
-r'44e
i1-&I COm9W (2 USx 0.131'T
Ila%¢ran '
IS-6P C4TmW 11rYD-t3,
oe2R
1160 Mr'flIOP p 12's 0.16r}
.,, IL O.C. .,.
!rY0.131 aCb .
..... It6'ac....::.
..... .......... .
IY 1d�gGtapRd -
116'a4.
i20e Waa4n (L ial?7} 3roc .,
Peet@➢HIW aM curb sra]gEOm
�rx s.tr 2Kat 2. P.e
.: %po te.len
�zrAc W Ir o ink ...
to-rxDut 1�
Strap 8 Simpson Strong-Drive®SD Screw Schedule
Strap & Fastener Schedule ta}
PartplDex
HI
4358309x1.5'
UpliftR7-=165'
ener
RaMrFa9enar
Plale Fastener
4503x1.S
Padp/0esxa
HI
Uplift
100
Wallf d.-
Hefter F.--
li-aW11S
Plate Fag nu
48d
H11Z
750fiSD10x2.S
65D10x2.S
H11Z
750
616rtt2S
616mQ,S
MA
4951.5
SSD'h1.S
2509x1.S
H2A
495
5S011.S
58dx1.S
2SOt1.S
Mom
535
-
Sad
SEd
1 M!A
Sr0SSD3x1.S
5509x1.5
N25
"4f0
58d
58d
H25
4101.S
5SWX1.S
HZ5'
546tt.5•
5505x,.S
m.ST
545
58d
58d
H7A
4951,5'
SSWx1.S
m
495
7SW1.S
58tlr11.S
m
320L1
4SD9x1.S
H3
32D
4SdH4
2801.5'
4 ml.S
-
H4
tMHS
4f55-
4S09x1.5•
H5
265
4Stl
4t1d
LTS-12
WSx1.5'
6SOAt1.S
LTS-12
620
6IOdxI.S•
6.10tkl.61
L11346
IMxl.S
I 6 DWI.5-
L1 W
620
610dI11.S
610dr1.S
LTS-18
1235
6SD90.5'
6-S 1.51
LTS-18
620
610m11.5,
6.10dr1.5'
LYS-20
1215
6SMIS'
6SWxt.S
LTS-20
62]
610dr S,
610M1.5'
MTS-12
895
7-SMIH
7SD9xl.S
-
M7542
860
S dx1 7-10.
74MI.6'
MM46
1075
7SD9x7.S
7SD%IIT
'46
M
7-10&1.S
7-IOdt1.S
M..18
1255
7SMI.s
7Slml.S
M15-18
860
7-1.1.S
14.1.1
MTS-20
1255
7-SD9x1.S
7SD9xl.5•
M15-20
I 660
7-10dr11.5`
74O*imT
e `]
16tl Wnr110 1R'I. ai6 IY'exn cealll
Porch
Ped O,-
Alf
AM
A33 33
Uplift
-
-
-
Colmnn Frieder
24D9x.5•
4-SDNl.S
4SD9x7.S
Rafter Fastener
2SDSxf.S- .
4SM.4
4509xIS
3-f0041 I onp i;a1JS-} _,_. I
l-S 0f31 am Pica ta0
. -... .. .... ...... .11
a-Y14 m %
PartIX/0ase
Uplift
Wall fastener
Floor Fastener
{ 100 man p•i a161�
J-. ..... _. !
<-si 6131 P305 'men?]
.... ""'
Ia-rla gag a�i?s...
.... .. ..... ....... .....
I .... .....
160 -...... ....._.
(2 WmT0 1,7i a18"") ������
3
Wallin FloOra
LSTA-18
1,235
7SD9x1.S
7S09x1.S
PartDlpe�
U ifl
Wall
Floor Fastener
TeJ)awns
211iia 11/r Wide
4725
_ NI.V*r
_
SIBlt 3SAx r
4,300
-
-
a. ONY rImtlM
on alum lWm meal Ig Naes.
u-wa a�nmoaP lfF,: a16r}. j
a-r Dula$..... .... - ..
THIS BUILDING .IS NOT APPROVED,EOR HVHZ,
_..
3-160 CammP0p 1(Yi a162")
SEE GENERAL NOTES ON
SHEET k1 (FBPR-1)
n
t
1
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4>
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J
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STATE OF Jam`
i�4l/``�
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IX ICJ
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11
Lll
Matthew T. Rnldwln P.E
FlPddP Gcenx fS4608
Cn
FBPR-5 OF 5
BARN STYLE TYPICAL TRUSS
G
G
2x4 SOLE PLATE
FLOOR FRAMING
OPTIONAL RIDGE VENT
2'x4
BLOCKING
SEE HEADER DETAIL'
I
N
3'—fi•
O.C. TYP,
'-0' MIN. TO 14'-0' MAX.
DOOR
I
MffEK 2xEI 20GA. NAIL PLATE
END ELEVATION EQUAL
10Dz1.5• NAILS OR
EQUAL TYP.
2•x6' P.T. HEADER
m
m
a
a
OPTIONAL GARAGE
x
N
o DOOR OPENING
^
x
N
L
GALV. THRESHOLD
FLASHING
a
46-4
-o^
0.11 '-0' MIN. To 14'-0' MAX. '
Vra,w 9rA gnr.A ueR al ATC
2x4 SOLE PLATE /
FLOOR FRAMING J
W/6 1ODx1.5' NAILS OR
END ELEVATION W/GARAGE MdO AL'.
2C
SM�ITHBILT
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aRFAµLL PRE`a9A£ 19EiMM
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WA
MOOUIE4 PEA MLOM
1
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IP
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M
1LUN¢ EDDtAaE
nv Sa1T. a vn
REVISIONS
REV
DESCRIPMN
DATE
BY
]
Mom cat�a[ max
a+e
+/+al]
x ]
Y+B
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W
SHEET #1 (FBPR-1)
Q
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--��EE
T TOP LINE ENGINEERING. LLC
STRUCTURAL ENGINEERS
l\CENSF
.64
William E. Neary, III
Q
SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe
STATE OF
�i����
Terrace
Gotha, Florida 34734
Z
W
aL p G R 1 O
�// FS t I u p-
Aa� r
Matthew T. Baldwin P.E
I Florida Uaenm #64MB
=)
I Sheet• FBPR-2 OF 5
- -
)8 TOP LINE ENGINEERING APPROVAL PLAN #SBS-E-180.
Cy—
FAVE/CVERHANG (2) 2,4
BENTS ®BOTH ENDS
BO NAILS 12'0-C-
W/6 tooxl 5' NAILS OR J I HIV U/AN U VVALL U t I HI L
LvwL TMP- WITH DOOR & WINDOW OPTIONS
NEI"
:111111M
Val
FLOOR JOIST, SEE SCHEDULE FOR SIZE
FLOOR FRAMING PLAN
THIS BUILDING IS'NOT,APPRO,VED:FOR HVHZ- SWIT-HBILT
AP ALUMINUM WALL SHEATHING
�NONAL) r' COX PLYWOOD WITH D4 LAP ALUMINUM SIDING
WALL
SOLE PLATE
A 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, TES, OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040' NOMINAL THICKNESS.
3/4" T&G PLYBOARD
_INTERIOR 2'x6' FLOOR JOIST
NOTCHED 11' FOR P.T. SKIDS
T2x6 P.T. 24" O.C. TYP.
OPTIONAL 125PSF ® 16'
D.C. T1'P.
_ (2)2-x6" P.T. SKIDS
_ ADDITIONAL (2)2'xS- P.T. SKIDS
FOR 14-0' WIDE BUILDINGS Tpp LINE ENGINEERING. LLC
— TRUCTUML ENGINEERS
William E. Neary, III
SIAP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
mxslRumox trPE
FIFE PRDIEWnDN
r-D
LaRE
FRE SUPPt®DN St5Ri1
Ialt¢
acaLPANI.r
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AIIDWARE NUIMM a S'IDRES
I
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v.-tenon
ExPtlsatlE
ENGIDSURE
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WA
4ODUUM PFR WLDLNG
t
LHIRIU'W PRMWFWN USAGE
w
MRIUJIE 51¢llDi USAGE
Io
SDUME Fi]GIAGE
TB SaFC OA 119
REVISIONS
REV
I DESCRIPTON
DATE
BY
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Al\\, PLO R1DP�
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MaNNM T. Baldwin P.E.
Flwlda U«me 64608
�
sh— FBPR-3 OF 5
�LINF FNG ErG. LLQ SMITHBILT
Williams E. N�eary, III
SMP-51, SMI-79, ICC 5185040
HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS 1O6a90ha, Flo Pointe Terrace
Gotha, Florida 34734
#NOTES
1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE.
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION-
4. WINDOW HEADERS HAVE COMBINED 507 OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED
(2) 2"x4" WITH OPTIONAL
1/2- PLYWOOD OR OSB
FILLER OR 4'x4"
(2) 2-x6' WITH OPTIONAL
1/2' PLYWOOD OR DES
FILLER OR 4'x6"
20GA. 1' WIDE STRAP OR
EQUIV. (SEE SHEET 5)
(2) 2-x4- WITH OPTIONAL
1/2" PLYWOOD OR OSB
FILLER OR 4'x4'
20GA. 1" WIDE STRAP OR
EQUN. (SEE SHEET 5)
4"x4"
(2) 2-x6- WITH OPTIONAL
1/2" PLYWOOD OR OSB
FILLER OR 4'x6'
2OGA. 1" WIDE STRAP OR
EOUIV- (SEE SHEET 5)
11 —11 —r-. I11 r11
Side Wall Header Schedule (180C)(e)
Buidling Width Fasteners w/o strap
Size[d,g}I - Up to 14 Wide ^ — (each end)(c)
NJ - Number of jack studs required to support each end.
If owr 3' span and no straps are used, header must run to next stud.
The optional 12" Plywood or 0S13 Filler is not structural and only for aesthetics.
See header details for alternate layouts, i.e. 2-2"x4" or 4"x4"
Window header for window openings that hale more than 50`Y combined stud wall abole
id below, otherwise use door header schedule.
The header can be attached to the top plate and thusly hale the combined strength
Tuiwalenl and use the maximum span stated. See header details for equialent sizes.
THIS BUILDING IS NOT APPROVED -FOR HVHZ
WALL
Size(d) I Max. Span I NJ(b}
SINGLE FIAT
2Nx4' HEADER
WINDOWS* 3'
WIDE OR LESS
'x4" TYP.
MINUM DOOR
N EXTERIOR
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION DETAIL
EXIERIOR
SHEATHING
12"x12' OR 16'x4' BETWEEN
WALL STUDS, VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONALi
— 3" xx
b. NJ - Number ofjack studs required to support each end.
c. N ower 6' span and no straps are used, header must run to next stud.
d. The optional 1/2" Plywood or OSB Filler is not structural and only for
aesthetics.
e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4"
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.
'NO -STRAP' HEADER DETAIL
MAX. 8' SPAN
w."I& PRESSV(E WE1R.w
MPoRDMa FACIUR
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1.1a
RmF oua uuo
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r aw Ia1a
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m/fapva'
of RAIWa or pans. FUVR. RoaF
WA
)1=1E5 PER sumo p
1
"Limo lE PROI=" LsmE
No
WANE SHELTER USM
w
54UaRE E xor
no zoPi m
REVISIONS
REV
DEscRIPTON
DATE
6Y
R
Pv¢R Purt Rmsm m rs•
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i�0.t��..ti FLO RIDP F=\�
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Motthew T. Batdwin P.E.
Florida Ueeme #64608
�
-- FBPR-4 OF 5
Fastening Schedulefrl
1FnCT b9 Th0110.i1
Iran. e,
3 espy
iPAW) I
"lala .- ..- De9a1¢ace and
6. see plseb pal ar Dumg
roaH l:c Za D-
YI 0.131 2�at8 0.0 -
'
,_�TIP�ace ""�
taspg!pyfas att .aa
- SOY�6L to plat at Dliii ty 6S t'iiSeO wxf
J 16d Wdlmonpl2"_>;. C1J5•ja iSae.._,_ ........
�
WMI
l-3'i 0.1]1 tta+6 al lfi'0.a ,,.._ „ .,.
pia¢i
•..
!-ru a ax at ib oa
10r4CR1flL'
r
7-Top Pat in a=*
16d cos 0 13,1Yi a1677
3-7t 6131 ra'l6 ._ ...
aid rat
h-rn Balm
.
a stud to Loa Pge
.. •....
li-r101J1
..
rats ...
10di
J-Ytd�rpl Rjf6 _.
13-ri 0131tare
181t1 g3C
.... _...... ..
d-Ylt Deneeagles
I
. COtffiB fibs
N60p 1.'3•x at35ya w ma
Iri 0.13YrelaB'oC
?:e mU
,,,_
Irtt aal"w at So.c
,
�
W. D"le by P.
j160 p AM,aa133y&i6'
Irx 0.131 nal ze CC .. _..
�Tl Ptatwoe ne8
�gfi g6gt at�les ataop
...eni5w P pa¢a..._......._ ...
I6.a mnna.ko t.ri,h 16^y. _.._ _ .,. .....
1 .. .......... ..... ... .........
I2-r x atac-mm
� 12-]'fa a9Pa6
�c; apex
11.60CiryDnaanpkD: arwias )o by Prde lJ-fiat (: V2a O1Jty
,7-r[91J1„tA6 ... ... _ .....
_ +
_ 1aaI6B
]-rtx saga
i
12-Am pat b Lm VIM.
RwYI 5'Jalsoc ...._.... ......... .......I
x 0.13t na4a a6'aG .,,
FRa0C68t
btnap
It Data viez.
13. Tap pwacs. Wp atd t9eaieop
' 160 eor On pl.2•[a162j
Is-su R lea
go
1/-CEifua6mMC& ➢oakcea
116d conmaD p In-.aleJIVO.C.Alcogedga
15.0 clp<6 to Paw
I]-Saltn)nt 1t2I1Z.QA31y
I
15-rx 0.1N•rth ............ ........ ... ..........................
3-rtx pga ewes
. ..betaa
16. Catt[IWc McEr b ebd
14-Bd cW'ma] wri 01 ]n
40
17. Ceagpsw, opeae PCCOr<
J-16d0®SonP 1)2"1 a13SYmltnttm. Tape 2t0atfl.a.1
^ �L�
tle m:l
I-rl. C.
ca mRLk'i
�
18. �rgpbp to p3alg rd'ee
3-0 pV'r.i.;L F.)11"Un.:.Tp831; 10A.1 ......i2e
62X'
7.0.
liSI ale
lea
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a- .agoe lm....
19. Rv:ampge ._-
W Cast. a1'71rrx 0131,y,.
............................
L37
3-Y[au1 .pm
X...1-magMel¢acel...6bdmdp ..
z-iD CanMI'trx 0.1]ty
1�2 3'19.l31h0l ...................
10 torso np a19Z;a Sr4 ....
I'sg mtl atop ane Dabm aaggaed D,
0.131 mh S2d c
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fa g6ga er/� 1 raG
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rLe mOaerli a0ae®mfipo0e
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a mad Pitt -t6d
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ga$mmtl
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aaf elf wal afeattD9 jc taaY$)
u{aaaDtvt2tn uLD2divmerRJmenrols3ra3r
... ........... 6pp19. 1S m,Knj __,,,.,,,
Litt 0.1_.._.!
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6•aD. Eqm aid neencCae, Co..a
................ ....... T1b g3gey�} ... ......... cQ+IpODea eM caO]I>]0]¢fiffy 9lmel
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118'b.l
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CODE I FOR
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UWWADTIM
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Bod Oe'1YrW aJal a10 12 bdte6al d(eEPl Al2MDi�lZe 6atpou x# aaffebal6tL%D1ng _.
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a aaaleaea Ntwm ad:a6kaotYit R4 ......_ _..... .. ....
..
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..... _. _. _.... ............ .. .. . __. .. ..
3'IP.6'aCLt!'B rb73Mwi71 ¢lH6 d(aW@14'Em aeg66a memm(
FWF dm UAD
tops
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yoop
1
HURFUCAINE PR07EMON U!AC
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HURRC'♦'c a)all0l U=
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RENSIONS
REV
DESCRIFTON
I DATE
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William E. Neary, III
SMP-sl, SMI-79, ICC 5185040
10649oakviewPointe Terrace
Gotha, Florida 34734
e
:on rat eu, mmoY
8/17/17
a 17 I7
Yre
Alternate Fastening Schedule
DA sr.
Wire
Cannedion
Fashening
OW
9/19/16
M. Wood atm Aml paneh and Pratlencad
Aoor.. maferld wall sheathing go haminal
1 and less z, 0.0�' Potg Sgarlk faall ••
Shan ed9e,lP o.c.
Strap & Simpson Strong-Drive(g) SD Screw Schedule
Strap & Fastener Schedule fat
Rafter
FaMiDex
Ht
U Iifl
43517�Ml.T
Wallla4ener
Rarer Fastener
&SWx1S
Plete Fastener
4909x2.5
PadaTDa..
Ht
Uplift
Wall fadener
Raflar Fe4enar
Plato Fastener
48d
HI1Z
750BSDIOYLS
6SD1at2S
N712
750
7W
-
.16i1/S
SI86r2S
S166t2S
ICA
495.S
SSDRAS'
2SD90.S
H2A
495
58611.5
58dt1.s•
24&I.S
H25A
535
Sad
58d
1R.5A
540S509x1.S
SSD9xl.5'
N2.s
410
58d
58d
H25
410t.s
5509xl.S
H2.5T
5a5I.S
SSD3x1.S
H2.ST
549
58d
Sad
M7A
4951.S
SSMIX,
Itm
a95
.7s6n.5
58611.5H3
320t.S
4S09x1.S
Fg
32048d
1.SWkr
235
48d
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SEE GENERAL NOTES ON
SHEET#1 (FBPR-1)
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Florida 11eerne f64608
SNeet FBPR-5 OF 5
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SMITHBILT
op_pp p®_pp
TABLE 1 — 180C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WRH 1/2' GRADE 5
BOLT MINIMUM WITH WASHERS
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WTTI1 WASHER
n • ° ' ° % •.
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAANCHOR APRHBOLTED TO TYPE
3 BOLT MINIMUM WITH WASHERS
1/2'x3" (400 LB.) CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3) a
111 4x4 SYP #2 ON e' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P,T. SYP #2 SKIDS
ALL ELSE(CAN BE SETON GROUND).
i�z I
a
f �
i
TYPE 1 TYPE 2A
30' DRIVE 30' AUGER
ANCHOR ANCHOR ` %
FOR ROCK/CORAL FOR SOIL/CLAY
p
pp _pp pp' p TYPE 3 TYPE 26
CONCRETE 30' AUGER
ANCHOR ANCHOR
WITH OR W/o FOR SOIL/CLAY
BRACKET
TYPICAL ANCHOR TYPES
24'-0"
4'-0"
20'-���
6'-0"
16'-0"
6'-6"
14'-0"
7'-0"
12 —0"
8'-0"
CODE INFOR T2104
EXISTING 4' CONCRETE
10'-0"
9'-0"
CODE VERSION
N W � �-7
zoafa NLO
EXISTING 4" CONCRETE
MANUFACTURER
SM1n♦HILT SHEDS
8'-0"
�D'-0"
AGENCY
WA .
6'—On
12'-0"
BUILDING TYPE
OF ED 6aLDI
REST u sroRAGE
CONSTRUCnON TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
.
ALLOWABLE NUMBER OF STORIES
1
2x4 SOLE PLATE (NATURALLY
1/2'x3' (4,000 LB.) CONCRETE DURABLE WOOD OR P.T.)
WEDGE ANCHOR WTTH 2' WASHER
__ ________ 4"
•
GRADE _�'�_____-- j
EXISTING 4' CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST %rH 1/2' GRADE 5
BOLT MINIMMUM WITH WASHERS
(NUT &BOLT OR �x2}' LAG BOLT)
TIE —DOWN STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
1/2'x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH U-(E t1
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL f1SE(CAN BE SET ON GROUND).
I �xN I
° °
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND),
TIE -DOWN STRAP SECURED
WITH (8) 10Dx1.5' NAILS
1/2' x 30" EARTH ANCHOR
AUGER STYLE FOR SOIL/CLAY, I ix� I
DRIVE STYLE FOR ROCK/CORAL v °
BASIC WIND SPEED
V-180mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0.18
IMPORTANCE FACTOR
IJ
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001h POINT LOAD
FLOOR DEAD LOAD
1OPSF
RADE
FLOOR LIVE LOAD
76/125PSF
'R" RATING OF WALLS. FLOOR. ROOF
N/A
EXISTING 4" CONCRETE
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT W-O" MAX.
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
-
-
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
71s SQ.FT. OR LESS
REVISIONS
REV
DESCRIPTON
DATE
BY
1/2"x5' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2' WASHER
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
4„
-�-- ------ vY
(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).
TIE —DOWN STRAP
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2' GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR ax2}' LAG BOLT)
(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).
>13
t
REVISED NOTES B CONCRETE ANCHOR
2/1s/1s
ure
GRADE•
. i ,
___-1/2"
j
..�A�ONAL
a REINFORCED
RETE FOUNDATION
(SEE NOTES)
TYPE 3 CONNECTOR WITH I I �
1/2"x3" (4,000 LB.) CONCRETE I �x` I
WEDGE ANCHOR WITH 2' WASHER
•
x 30' .EARTH ANCHORWITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
IxIMTB
�' •
Drawn By:
Date:
3/8/17
Seale:
1
�'
: a , .
4' CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0' MAX.
N/A
IXISnNG 4" CONCRETE
odel:
SMITHBILT SHEDS
TIE -DOWN STRAP
(SEE NOTES )
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2' GRADE SOLE PLATE ON 'NO FLOOR' OPTION IS
5. BOLT MINIMUM WITH WASHERS 2x6
1 2' x 30' EARTH ANCHOR:
/
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
GRADE
'LESS,
(1) 4x4 SYP OE N 8' WIDE OR L
TIE-DOWN STRAP BOLTED TO 11) 2x6 OR (1) 1) 4x6 P.T. DE SKIDS
GROUND ANCHOR WITH 1//2 ALL ELSE(CAN BE SET ON GROUND).
GRADE 5 BOLT MINIMUM ♦{IITH
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
1/2" x 30' EARTH ANCHOR: - I�ii
AUGER STYLE FOR SOIL CLAY, j i
/
DRIVE STYLE FOR ROCK/CORAL . °
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2' GRADE
5 BOLT MINIMUM WITH WASHERS
1/2' x 30' FORTH ANCHOR
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON e' WIDE OR LESS.
(ALL2ELSE(CANx6 OR IBE SEf ON. GROUND).
I�i1
I x I
i I
1. 7yv °
RADE
10'
_-r.
Z+
{
gp,
1 '�'" G
no
��
L EXISTING 4" CONCRETE
OPTIONAL SUPPORT PAD (P.T. WOOD,
(NO FLOOR OPTION)
J
CONCRETE BLOCK OR PAD) SPACED
AT a'-O' MAX.
TIE —DOWN DETAILS
z
ft�
vq
TIE —DO NOTES:
TABLE 2 - 180C
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. TIE -DOWN STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1 OR
1/4" STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH
4. CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
6. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING). AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
8. 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.)
10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT)
12. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48". WITHOUT REINFORCING.
0" AUGER ANCHOR SPACING
0
U
z
Q
Elf
Ld
I-
(n
w Q
=>
2 / 1 7 / 1 9
MottheW T. BaldWin P.E.
Florida License #64608
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
8'-0"
,
16'-1 ' TO 2Y-0'
6'-0"
0'-1" TO 24'-0'
4'-0"
Sheet: AP— 1 OF 1
a
TIE —DOWN STRAP BOLTED THRU
TIE —DOWN STRAP
FLOOR JOIST rw 1/2' GRADE 5
(SEE NOTES)
BOLT MNIMUM WTI11 WASHERS
TIE -DOWN STRAP BOLTED TO TYPE
1/2"z3" (4,000 LB.) CONCRETE
3 ANCHOR tr H 1/2" GRADE 6
BOLT MINIMUM WITH WASHERS
WEDGE ANCHOR WITI1 WASHER
, _ .:
1/2"x3' (400 LB.) CONCRETE
a •
., e • •,
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
EXISTING 4' CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST 1/2" GRADE 5_
1/2°z3' (4,000 LB.) CONCRETE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
BOLT MINI UM WITH WASHERS
(NUT &BOLT OR az27�"
WEDGE ANCHOR WITH 2' WASHER
LAG BOLT)
„
-----------4T 4
TIE -DOWN STRAP BOLTED TO TYPE
GRADE E
-
.-- --_LA\sc -_-_- -
3 ANCHOR r 1/2' GRADE 5-
BOLT MINI�M(UM WITH WASHERS-
1/2'x3' (4,000 LB.) CONCRETE
EXISTING 4' CONCRETE
WEDGE ANCHOR WITH U-CHANNEL
(TYPE 3)
1/2"4" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2' GRADE'
5 BOLT MINIMUM WITH WASHERS
1/2" x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,—
DRIVE STYLE FOR ROCK/CORAL
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
_7 ------ , � 4"
OPTIONAL REINFORCED
CONCRETE FOUNDATION
SOLE PLATE ON 'No FLOOR' OPTION IS
2x6
(NO FLOOR OPTION)
TIE -DOWN STRAP
(SEE NOTES)
TYPE 3 CONNECTOR WITH
1/2"x3° (4,000 LB,) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
TIE —DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1 2"
GRADE 6 BOLT MINIMUM WITH
WASHERS. US AND
ATTACHED TO GROUND OANCHOR
ON OPPOSITE SIDE
1/2" x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 44 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
2X6 OR
ALL EL5 (CANT BE SET ON GR KIDS
UND).
EXIsnNG 4" CONCRETE
TYPE 1
TYPE 2Al
30' DRIVE
30' AUGER
ANCHOR
ANCHOR
FOR ROCK/CORAL
FOR SOIL/CLAY
TYPE 3 TYPE
2B
CONCRETE
ANCHOR
30" AUGER
WITH
OR W/O
ANCHOR
BRACKET FOR SOIL/CLAY
TYPICAL
ANCHOR TYPES
TIE -DOWN STRAP SECURED
WITH (8) 10Dx1.5" NAILS
1/2' x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
(1) 4x4 SYP #2 ON 8' WIDE OR LESS. BOLT MINIMUM WITH WASHERS
(ALL ELSE(CANIBE SET ON GROUND).KIDS (NUT &BOLT OR az2�" LAG BOLT)
EXISTING 4" CONCRETE
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 46 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
EXISTING 4" CONCRETE
TIE -DOWN DETAILS
1/2" x 30" EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO
IND ANCHOR WITH 1/2" GRADE'
BOLT MINIMUM WITH WASHERS
1/2' x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. TIE -DOWN STRAPS CAN BE MINIMUM: 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1 OR
1/4" STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH
4. CONNECTING HARDWARE -TO HAVE 4.725 L.B. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5).
5. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
6. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON
7. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
8. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
B. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
11. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBt, OTIC82 OR EQUIVALENT)
12. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
TABLE 1 - 180C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0"
20'-0"
6'_0
16'-0"
6'-6"
14,-0"
7'-0"
12'-0"
$,'-0„
10' -011
8'-0"
6'-0"
12'—VI
(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).
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" 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).
4" CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0- 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).
0
INDUSYRIES, INC.
CODE VERSION
MANUFACTURER
SMOHBILT SHEDS
AGENCY
N/A
BUILDING TYPE
uF RED BoILDI
RE9 LAWN STORAGE
CONSTRUCTION TYPE
V-6
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER of STORIES
1
BASIC WIND SPEED
V 150.1h
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
75/125PSF
"F" RATING OF WADS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
NO
SOUARE FOOTAGE
719 SOFT. OR LESS
1 1 1RENSED NOTES & CONCRETE ANCHOR 12/16/19 1 MTD 11
17
SHEDS
'-I GRADE
z
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
n
AT 8'-0' MAX.
0
z_
TABLE 2 - 180C
0" AUGER ANCHOR SPACING
0
2 / 17/ 19
SHED WIDTH
MAXIMUM ANCHOR
SPACING
z
Q
UP TO 16,-0,,
8'-0"
16'-1" TO 20'-0"
6'-0"
W
Matthew T. BOIdWin P.E.
cf)
Florida License #664608
0'-1" TO 24'-0'
4'-0"
<Sheet:
AP-1 01 1