HomeMy WebLinkAboutPSI APPROVAL1,X4
(wind b
2"x4'arc
7x4'I
plato
hurricane st
SEmrson LE
LSTA-18 or
w114{t(Sd)I
HESE PLANS AND ALL PROPOSED WOR'
ARE SUBJECT TO ANY CORRECTIONS S.f .APP_R�?�AL 20'1.5-06=02- � - � `rY-fle co
�ifIAY R MCF—SAARVF INN M I)NZ TO
ry 1i'wR r nUy� (2)2x4spruce hendersad(2)2x6
l L ' f +)P LI C(,Al `' 6i: `�"�,_-'I 12 p.L pine each side non load beating
(2) 1t8 pt ridded— Q 5 wharf garage door hnlaW
when garage door Installed double arches fa• garage doss
>-50 garage door sizes
t x 4 bridging
DOOR
(see note 2, 3, & 4
4' ahuminum
siding
mobHe hams door
(ten
nee worm anchor del
3W Mil plyboerd or eh
WALL ANCHOR DETAILS
sqsia: n.L&
4max_ length
og r p.L framing (typ.)
.)' I�t pact runners
PAP
i
oiling
4
E
E
x 4' runner requtied on
de sheds
joist swing, gk+td q'tonngune av
ply4ward w/ addidaral4' x 4'
NCmeHSr24, USP RT3
equiWant I staW at
connection bnehuBw
and 4' x 4' runner
Pt plates far she& over
botumn
FLOOR FRAMING PLAN around
dl
erale: = t'
74i / 4' x 4' door header
Ps 0—F "x 4' underheader
NOWEENNOW ' x 4' bridgfnghvind brag)
■
.
FA
■
i
J�
i
sV<rrnca��
�
hi3' (mml)
SIDE ELEVATION WITH DOOR & WINDOWS
SEE SIDE ELEVATION WITH DOORS AND
WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
sale j' = T
W Q
� L O
GF.L ou fat
END
�I�2e wan anchor details
MD MODELS
vades—: Q 5
Single or dmVe
g
wide arch
T
2 x 4 header
1' x 4' bridging(wind bracing)
E
2 x 4 surds (W.)
T x r Woddng
2 x 4 bottorn plate
2 x 6 p.L end rail
hfrlge
4 x4 p t eldds
END EEVATION FOUR SKID MODEL
for Infbmwticn not shown see end elevadon with door
WIDTHS
OUTSIDE
5
or, 1
_see arch deTa'Ls
x S Wek) corxu
Ras 10 mqurrd or
equivalent
r x 5' MTek Conn ctDrplates
or equiralent (botti side)
x 4' Cons'buetlan
X 4' hbem(t vyp.) r , I I AIrwit and Bhioorr«uh on
Vx4'window A
x 4' bottom plate
`T&G ptyboard OPTIONAL WOOD FRAME
Simpson HS-24. USP 9113 Cr!p DOOR CONSTRUCTION
or o* ivaiem (typ) all Studs SCALE: N.T.S.
sea vla0 nmdhhr dets7s _
forconvhedson
112 pt 2 x 4 frame (typ)
12174' x 12 t/4' Hough
opemnB
1' x 4' V tTng(vhM bracing)
12114' of 92 p.t
2' x 4' bent(lyp.)
bottom plain
1• x 4ed wbreve (typ.) at
t4' piybpand
four curnerS
2 x B p.t din rail
r x 4' hattnm plate
.
.r T&G plyboerd
16' to 24-
Simpson HS-24, USP HS-24 Clip or
Tor' FIYDROVFM DETAILS
eq f wall(cct"TyP) an del�t
scale:t1'-0' •=
nor connect on
WIRING DIAGRAM
(OptionaitgerLk)
scale nts
AM wiring sham be me
table 4/ ga.3 wire
encase in am metal
boxes
W x 5' (Wrak)
connsclorp(at�,
orequivalert
Ards Detain for press plates
stale: nts.
Simpson HS-24, LISP RT3 COT;, or s4tta_
TYPE I, m, or III CONCRETE OR
ABS PADS W/ BLOCIONG AS
REQUIRED
CODE REVIEW
Pr�rrssixNN Scrriro!rdcstrics
1746 33rd Stmet
0,1-do. F,'ortda 22339
E. N-7. ail
1=951EWT
LA i^r-..ec5
FL SW-7S, S;';1PS1
'SkWon LSTA-18, USP LSTA-18
Hurricane Strap or equ ivalert
(typ.) all studs)
it EYEBOLT
LUGER ANCHOR
SHED WITH SKID ATTwc2017
' yebalt aid homed
r
gy`-�i(R)2•x2'getv.washer;
Tx4'shd L iH In d,3•rut
x 4' header
Slnhpson TP35, USP NP35 -I('`�'` t•�'
4' x 4' header
ILLS.
1
2' X 2' Square
Lj'X3(ff709
rw/j' nut
}' X 17 forged eyebolt 9 LPrm nsion bolt
nc orinto
eghfivdmd ble 1)
(8709 uprdl) - bell w (2)
.. t
4 Lmla
Concrete Slab by odors SHE[) WSKCn ATTACHED ANCHORED I
Loral Codes & jurisdiction TO CONCRETE
aPply ? o
(1)�'xfi(4009uphT .
wedge and- Into
C o="te stab stspating
Cordele <dab byolhe s (Per table 1)
Codes & Wsdiclkn 1 } min---N---, notch Cr countersink
apply bolefumugh 73W
4` r,r in r x 4- bahorn plate nailed to
L 2• x e' P.L base
Shed With Floor Remove Anchored to Concrete
sate 1 }•= 1-0'
r x 4' bottom plate
SET UP AND INSTALLATION OF SINGLE WIDEST-ED
1. BUILDING 6 PLACED RI REOUESIED LOCA71ON ON SCHEDUtE40PVCTOALL0W FOR t10VEMENTTO PUXJ OF SQUARE
UNIT TO HOUSE, FaM PROPERTYLrr--ETG
2 ONE UNIT 13 SQUARE ANDTHE H MMSPOT OF THEGROUM IS ESTABLISHED THEBUILDI NG rS w OCKED ON THE HIGH
SPOTADLEVErcn.THEOniE32INOOFTHE aJYDYNGtSWZMM TtIPTOLEVl3ANDWMDCW,THENTHECENTEROF
THEBU6DRO E B[PPOR TWIO LEVEL. BLOCKED AND SH
3. AFTERTHE BULDf1O IS LEVELMORE BLACKS ARE ADDED 70 ACHEWTHHE CORRECrSPACM
4. ANCHOR PLACFJ JS ESTARLISHIED BYTHIE wsrof OFTHEBUdDRNIT_ HOLES AREORf2IDTHROtM THE s xr
BOTfOAS PLATE%MA kAUGFR errANDTHE EYEBOLT i5 FAsn3iEO INTO PLACETFE HOLE ISOM FOR A=EARTH
ANCHOR AND B&C4tFILLED-UO EYa3CLTANDANCHORARE FASTENED wOHA XYBOLTAlh NUT,
5, IF THE UNIT IS TO BE ATTACHED 70 A CITE SLAB THE Suani NG LS SET OTjTFE cO NOREM STAB AND SHMAED IR
TO(EL!!iA}HOLE6OR7LL®Nrti}iANANaIg2l7WLLQROCONCf��E 51A81 kOFFR%l JOIST.7HEEYE80LT=FASTEN
THPDOGH THE BOTTOM AND A(A24 SIE30N W-) IS PLACED OVERne }wE.pGE ANCFI�.A}X?BOLT AtD NUTw�
T WASHER is 1S TO FASTEN THE EYEBOLTAND SNPSON CLP TOQEiFBL
GE14 RAL NOTES & SPECIFICATIONS FOR AUGER ACHORS
1_LLUIIDONG SEU11 BE ifOBIEHfONL Tli'Ef1D FL(31X ANQIDRMANi1FACTUREDIYH04EPRMEOF
BRISTOL VA. THE AVERAGE HIOLDQNG POWER KNOT LESS THAN AXON
2 ANCHORINO SYSTEH TO GROUND PER LOCAL EMDM COVE.(BY DEALER) LOCATE ANCHORSPAC M PERTABLE4.
3. EYEBOLTS SIUILL13E PLACED THROUGH THESM70U RATE AND FLOMSMEAL
T2bka1 SfTdAnchorffv in
F9^f:4^7F�4T.,y7�.,•.ITt-'I7�%I ittu�srT:1.3.T.�.� Co-',^l:'�.li,:ihii"vlii:ic�
mag-am
?iiiLr.�ttt�F� ik�*;ht•LLi13I2ii��
i��-'i���1T+»Rltl�� iGL':iii�2?ihi0f5Gia)D
t]iiF:hL79�f�cir.� th�iL�E�iIiO
Values lromand of)oisttoeerderof(2)4x4ZKhonly. 13'4rwideshads Ism (4)setscfsidds.
Table 3 Support Footing Pad Spading For Singe Wde(SW) or
Double VNe(DW) Sheds.
Pad
F� Pad rnr
b u
to
r
w
Cr
Notes: Pad Veding Is and m contarofpad .
2- Pads nth erNmn and pad M Seafar6,reriorler to C Mier
3. Use same ir®drman aam m
Y x co
1 x
z x O 6 1 Hollow of
Load width on runner
Bash on 2,000 PSFSoa Beating CapackA000 PSFIs lyp.)
Notes
1. Hollow or sold concrete bI0ckA 18 maybe stadred on pads for hi¢r sail up to 48' whhota Wu*cckng
2. ABS pad mgwred an 114r 8 t3 bu anps wily[
Tab64a Anchor Sp -jag otAugur Type AnrlrgsForSinpiaWkleSfneds
— T 1
---
In 3Z
to
r Tabla4b AndmhV
SpadW5A erTypo AnchorFor Double WideSheds
X
Oct -Luau Wom nether
"Location ofend auger or stab anchor
ArKtw SPt C49Is emmPlow-SW auger or} X 3' mhpansial Idrs
AACHORNOTES:
1.ATJCJIOR SPAG1NO tt:9ASEn ON ASCE Tao FORAGTEtiORY1 @7C1D.9®BtatraNO p(P. 'C
2 ALL t4EtL92FE,1JENTABOVE ,0N8 67-10 C8rTHtOFAt1f71 .
3. THE MlOMUM M UaHtOFANOHOR IS (4} ONE B ETCH COMEROF SHED FOR SHEDS LESS IN LENGH`r THANTHE
MAXIMAL.
4.THe LtNWMEDG[=DtBTAMFoRm7ALS10NBCLTSLSSCLUME 7L•On SFORA }E]EAS"BOLT_
& ANCHORS SHALLBEONSIDEwMlSE7HFP WO47HESHEDIS PLACENEXTTO ANE303nNG BUILON&w MCH CASE
ANCHORS CAN BE MACE 04 DO WALL AS CLOSE ASP09S[RFTO SIDE WALLS.
GENERAL NOTES:
• 1. ALL BUILDINGS FROM 0 SO. FT. To 720 So. FT. ARE EXEMPT FROM VW4D BORNE -DEBRIS IMPACT
STANDARD PER FLORIDA STi1TUITES.
2- ALL BUILDINGS FROM 0 SO_ Fr. TO 400 SQ. F%ARE FOR USE WITH ONE AND TWO FAMILY
RESIDENCES ARE ExWPTFROMDOORHEIGWREQUIREMENTS pat THE FBC-
3. ALL CLM MERC/1L BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 4o1 SQ. FT. OR GREATER
r x r sghme QaNardzed MUST COMPLY WITH THE 6 W DOOR HEIGHT AND THE MARL AND MAX WIDTH REQUIREMENTS
steel washer with J' nut T&G plyboad
4. ALL BUILDINGS 400 SQ. FT -OR LESS WITH n DOOR HEIGHtARE ACCESSORIES TO
REStDE74TIAL
eyebdi and
trgt>therwij
r x r guru.
k nuL
trirsrrl'3��T•'71','7?
....... ... ...
?:i'�,.-J•"�EiT'-'T;"'t
0
i
STRUCTURES.
6. THIS PLAN WAS DESIGNED PER THE FBC AND THHEFBCR
S FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS@TRLIGRIP METAL TO WOOD FASTENERS
AND SHALL BE 9-15 X 1' OR EQUAL W/ 1'(MIN.)7READ PE NETRATiON(TYP.)
2- X 6- aide ram
T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCALCODES.
r
Forged Eyv Bolta'} Threaded Rod
SHED DESIGN LOAD REQUIREMENTS FOR THE:
r
✓
2014 FBC-51h Edition, 2011 NEC, 2014 FFPC
sr„wvpTrHgi}NtLcessaryforLehrel
set
t hereby certify that 1 have reviewed these plans abttg wdh all budding materials and
r .,
1". 1r Forged Eyebatc
fact an components used in the manufacturing of the sheds The material and components either
�ents
3D' Hurricane Anchor
have a Florida Product Approval as required by the Florida Bltsldabg C.ommiss)on. M 9N3
°'�� )
or were analyzed the 1AIk Stress
. -
using Design. All materials and �+;W-H ;
Florida
iLR c
2014 studding Code, the Florida Manufactured Building Acts`. bw d
N.E.C_ for a category 1: Enclosed Building, Exposure 'C', a!499-,M-R
;:r57Ft 1pp)
��
WFf1T a wirLa=vr ty [ .
erZ nu-
r r
(three second gust) G�`L _ PA
�z
INGTYPE ACCESSORY STRUCTURE
TRUCTION TYPE v6
SURE
VELOCITY ISOMPH
NABLE A OF FLOORS 1
ZALTIN W
DQURE (!%SIRCATION ENCLOSED
I ROOF HEIGHT am R
GN PRESSURE
,, RD9F .
FLOOR LIVE LOAb-75 PSF
f );
OOFRLIVEDLOAD
20 P�
.....
ROOK DEAD LOAD 6 PSF
INTERNAL PRESSURE COEFFICIENT 41-(L1e
1
tuft'
N d)
P3;An-i'iigG
r-ie C OLinty, F1
c
m
T C �
� z i
V W LL
ho a
oUUT-
um � o
D LLZIL
t — N N N
4
E