HomeMy WebLinkAboutRESIDENTIAL LAWN STORAGE SHED�. tnterte'k�
November 14, 2017
SCANNED
BY
St. Lucie County
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
Inteneic-PSI Tel +1407.304.5560
1748 331' Street Fax +1407.304.5561
Orlando, Florida 32839 intertek.com
FL Engineering Business #3684 psiusa.com
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 42325
RECEIVED
JUN 21 2018
ST. Lucie Cou
Dear Mr. Campbell,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 61h Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
Victor C. Martin, PE (FL)
Department Manager
Building Science Solutions
Richard Olds, ICC #5107840, SMP-45
Plans Examiner
Building Science Solutions
i=ILE COPY
Copy to: Ms. Berri Howard, Lark Builders berri(a)larkbuilders.corn
CODE RENRN
a,.rc:.,onuwr+,..rm
nvsn.a�vl+.
ft r.; .5v5 's'Sn
a+;cv
3.5"-20GA METAL COLLAR TIE, 4'-0-
LONG ATTACHED WITH (2) #10 SELF
DRILLING GRABBAR SCREWS EACH SIDE
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
—VARIES. 6'-0" TO 13'-8"—
FRAME SECTION
PS! APPROVAL 2017-11-14
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" O.C.
2.5"x.5" CORRUGATED ROOF PANELS
FASTENED WITH .25"-14x.75" HWH
TRAXX/1 AT 6" O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" D.0 MAX.
OVERHANG OPTION DETAIL
3.5"-20CA METAL STUDS,
SPACED AT 24" D.0 MAX,
_ 3.5" BRACE AT 3'-O"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE
_ SHEATHING FASTENED W/
-GRABABER SCREW (OR
EQUAL'
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" D.0 MAX.
=
MTB
7/12/17
N/A
LB-S-LBE
Y` 1*+ nubs M sm vwn a nos rtwv sn ww wa
"`rrwli'ine
i � ��m�°p'�rr aexcr uksmw.noa
{{ryyNpMpxmR-oa +�i torus ro. wove varwiaiw
ATTACH ROOF FRAMING TO
L`LI
4tL'Y� rtl CGMGN rM1L Bi /� 1Y]. OLFIf A:
d om 100 51 2Mu wK 6n' YMYYY msc
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
n
1•N,o,'x1001',"O„ "v'2iq^'u"x""""
PANHEAD SCREWS WITH #3 DRILL
iC
iin snuuwis vm, ree lam.lx smn.m ems w¢ wn
mown row wwu nunrow � nmw .aw v use
w scwec u wx wx emu" olo .a mart. M » n¢
POINT AT 6° O.C.
�aiawr vnoemixr omas sow.+ nwowas or rw xoly
m
i's"om'm°'c rt av""�ttsr1novro°a''onsw"R0m" i� '_, .� .ro
mr. <nav nm mrc. w,s Iua r e wm
� µo ra Doer wwn'�{'a vnm sa r ,wc
�
W
wxavorau woo nova, sort svxn.. vn
' saiuci m¢nna vra news scans mw ,..hw m
O
coma � lu wMOfr
eoac o. aMm
�
a.
`11111 /
E I..:..
J
�\ 1,10ENLLJ SFj
LsJ
STATE OF
0
OR
/0 \\\\
�
i AI Ito
OVERHANG OPTION DETAIL ,� M thmT. B.IdO. P.E.
O Flaido Lk.-6460E
o sme: FBPR-2 OF 7
ccar PLviEw.
[MD.tird �.YCDt
O:tam F(aRL+S:JJD
3.0' BRACE AT 3'-0'
ABOVE tN7SHED FLOOR.
AFTACH To EACH 1 'W/ 2) Wl Sri,D.CM . WR
(1) INFO EACH FLVICE
&V BRACC AT S-O'
ABOVE FIWSNEO FLOOR
ATTACH To EACH STUB W/(2) 110
SELF GMu No GRAB®1 SCREWS.
(1) INTO EACH MNCE
ROOF PAxBS FASTMM
END WALL FRAMING OPTION
END WALL FRAMING OPTION
PSI APPROVAL 2017-11-14
35--2DGA METAL BRACING. 3e BRACE AT W-O'
ATtMH CACN ENO TO SNOS W/ (2) ABOVE FHISHED FLOOR,
/10 SCREWS. (1) RifO FAOH FLANGE ASELFI TO EACH STUD W/(2) 10
SELF DRILLING GRABBER
_+�• THrs GR! IH. rt REO 5RFO da aD[ (1) INTO EACH FLANGE
— IGOTI cmEg OF_Fu'H [OFNFTtA
20GA METµ BRACING. 3.5' BRACE AT S-O'
N EACH END TO SUDS W/ (2) ABOVE FWSHED FLCO%
SCREYIS. (1j INFD CALM FLANGE ARACH TO UCH STUD W/f2) I10
SELF GRILLING CRABBER SCREITS
IS R nN SODE (I) NTO EACH FLANGE
F (ROAR �ID[5 D[ FA[H NRHET[1
END WALL FRAMING OPTION
END WALL FRAMING OPTION
ROOF PANELS FASTENED
.7w HIM
D.C.
3'-1'-20G METAL GRACING,
ATTACH EACH ENO 10 STUDS W/ (2)
j1D SCREWS. (1) INTO EACH FLANGE
:�T[ THIe fRv. A^ F OF ACH ECO ON FIDE
F IBDIH .+D6 tORNEBA
=
N/A
LB-S-LBE
. aka n nwa A¢pxm�npaT s 7lm rux m Am wE
LIJ
L mEiOaL e�DAirt TImH RC OENC[ C9/LFRA90N
a�[DG
velar
a. Iva 7ryp ppp LrRus raI rAe[fI[ aDAw,na
WOIRIMDIR ro Lmc
(Q
9
4 NG . idl WNAIILTON WILL C 12 ¢YA. IPtLPt At
slwnuRLs — Aa TO, [iF[L wAe. w w• ICrowM Dma
aNw 1Nw urx
x
O
WamR.[7m ro x —tTD w-w O+
7. u M9 tMD6 ro 1CR M WAW 9[�GMWS
m
s.a Amsmul[:� Imi.ts TaeR[ sus Arc InT
iru�i R�qua[ FUF � � m�M+Lr°rRlm 7Hc
A METAL ORACIW.
AM END 70 STUDS W/ (2)
�
11LtOe10Af 1nw00aL 0[BR9 DPACI Siwliwro W n¢ Sox
E. KmHMK[ W .I RC I—m. Mw� �•'� roD
EWS. (i) INTO EACH FLANGE
LF.1
Ipw µo aTo•Ar xo7 a
w
•^ ^-,,^�� s RFOL. = DN F
Q
vesa ro 7w aooA ImoR7iw VDm r 7xc-
__
BOTH 4D F DF
16 N�16�p N[[ ITTN rtD1�A TAR E7Ati . 1 4M
p�namowvnvn UsiWa'�
w�rwvu ua IIm s�wrtcr To
(RWOA FLONCT ARFrow9 ARE N7T R[GW¢D IDR MmDAE.
w
Y\� .T. ...Bq�����
LLJ
%N .. ..,
-
(n
AT
� :
STATE OF lzu `
.
......................
..
Votthtw T. Said* P.E.
Uo9
Q
F10rid0 U—se
Sh-t. FBPR-4 OF 7
w
CODEREv(EW
r;ars;s�as�+
L)f_r.W. i,YMx J39iJ
.•t%e5 '.apt:';,
t x;ece N e;,
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
B
81-0.1
15"
42"
8'-0"
18"
60"
10'-0"
18"
84"
11•-0"
24"
84"
11'-81,
28"
84"
36"
84"
40"
84"
-VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
SCHEDULE FUN SILtJ
PSI APPROVAL 2017-11-14
IDTH J01 T SI "
6'-0" 2
6'-1" TO 11'-8" 2"x6"
> 11'—B" 2"xB"
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 . GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
*FLOOR SHEATHING SECURED WITH 2j'•X0.113°
NAIL (OR EQUAL) ® 5-O.C. MAX
—0" MAX.
2 SKID FLOOR FRAMING PLAN
MTS
7/12/17
n N/A
LB—S—LBE
,. uto Mu nx R.ue ,w Nm rwa s ism ruN aT /am ua
oT'OM" nm,o uw A•�CWlair¢ uC1er ematN•nceN
x »s nes uGPf ,1� CL
E[cnoN or woc
LJJ
x •opwNry+yWIIR[ oo�x a*ua ran vaa aswa/ma
iYJ. RCIDI W
>
a,�W n]II WIORYCIbN d4L � /1
i wltA'9 mm °rAucrwm w
x
Y. �um�r� v[YNWY m[wunma
dpnn BRA W MgAq
O
p�•R•[[MN •I/ORl
LL46a011f 11Noa0.NN[ 06RN M9lLIatAY6Ya9 C! IM 201
D]
Y.q rCCNdKt N"N RC 1WG..1. W lO- _• b0
iCWe: RR aA LlSe iwi aK
lLN•ANTmI MIN a•9� YIO Tryp� �1N[ 1N
Ric IDt4 116 OWiI.WIf 1b *OM L. . P M
LLl
0
0. •� AR�,9�•NH MIN R•NM ftAR SV:', •1C UNI
' e10MGC YAPaiCOW41ft1RM"/9Lbr BVG¢' <.T N 1!]SaR d
a1a•1'a• v,IWuct� LLt Na Not I®IP� M1A MNP09.
eN
g
``�,11
4 �•,,
��.��E .........eq
'•'
W
I.
��� <,1CFNSE �lyii
F—
.:grz
:, STATE OF ✓u `
!t,
�/ 0 1 I 11100
O
Matthew T. Baldwin P.E.
1 Florldo Ucensa "608
shear FBPR-5 OF 7
pl,�U,umRmnr
CODE REVIEW
rr<n u c
�c'c ihrsiam
�uc%r;ie
rttr..cc xvm<+xi
a
12" LAP SPLICE FASTENED WITH (6)4"x4"
L AG SCREWS ON INSIDE, (3) "x4" LAG
SCREWS ON OUTSIDE (9 TOTAL)
4"x6" P.T. SKID SPLICE
APPROVALPSI 4
1 j"x 1 j" NOTCH
FOR EACH JOIST
ATTACK JOIST TO SKID WITH a%4"
LAG SCREW OR (2)SIMPSON H-3
(OR EQUAL) AT EACH CROSSING
JOIST T 0 SKID
CONNECTION
law
CODE INFOR TIO
CODE VERSION
Nws warns inc
nuaasro,�
CDNSTRUCRDN 119E
V-a
IWE PRDRCNDN
NaN2
ORE SUPPRESSION sYS EN
New
pG�ONCYE
eLLowADIE Nu or sTmEs
I
esvc . srcm
w-Ise r
EtFaSURE
a
osuw-
noE PREssuRE rAE TENT
. I-
,.ro .
:ors an r uO
4PaxnNCE ac aR
Hoot Lbw¢ ua
wA
YODUtE9 PER BVILgND
I
NIRRICANE PRolECTON USADE
tW
NURMMNE SNELTER USICF
nD
saUARE rD —
ITIO Wsi. DR V^]5
REVISDNS
WALL SHFITHING
3.5" 20GA. STEEL STUDS 024"O.C.
3.5" 20GA. STEEL
SOLE PLATE SECURED
FLOOR SHEATHING
WITH i%„x4„ LAG
SCREWS @ 16"O.C. FLOOR JOIST
--------—-----
______ _________ _--_---_
2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3' NAILS 012"O.C.
EACH SIDE STAGGERED
NAILS 012"O.C. STAGGERED
WALL TO FLOOR
CONNECTION DETAIL
REV
DESCRIP'
DATE
BY .
2
6
1.5
SENCO K28 OR EQUAL NAILS, 7W0
. ' a ROWS 1.6" FROM THE EDGE, 0 12"
O.C., STAGGER ROWS 6".
3%6" SPLICE PLATE FASTENED WITH
(5)—SENCO K28 (OR EQUAL) NAILS
EACH SIDE
(2) 2"x6" P.T. SKID
SPLICE/SECURING
D.. MTB
oem 7/12/17
s ore:
N/A
LB-S-LBE
W
Wae_sNOmuiwna
m
Q
Lij
O
—
Fn
nwa.PENa wpaµaD" un E exouu
'M� C016° —N
Oa ..� .aaNa
s Q�a. vewd
a�w uTaw"c o ca mm<noe wu ec n a.s, rzc o es
asn eeo m riwu wn eN ec uumw moo.
tapor�t�a. ro a wewua a-mc a amens rNwi Inca
T. wL TVm eaaee ro W.T ra mua ax9
a — �`Ow m� leI m— Mb
EoiKiop
1pCumar m Iwale. eTaae� r---- xD
.ms
u.e+E «o as uss r,w eeE nmxoeO T
o" woe �lm'am x'R n°c
' wewao aonea�ter snm. uw
sruacc mnxNss +rm sn �snm �cr /eeaas �
a1deW PINDUR IRMWa IREW a'--wNm%
asassaomenmwo
Q
J
W
`;
C
Lr-
0
\11 III
����tjl T. Bq��/�
i�
O i
�� ,: ' �,%cENS F
4_
;�. STATE OF ;(V`
�C��., FL O R I D P
A ` ```��
111\\\
Matthew T. Baldwln P.E.
Florida Lae<nsa 64608
.. 0
CS
K LL
sheet. FBPR-6 OF 7
P°'• �fr,srdrr�ra,�
CODE REVOW
l3d:+ . 4rvrcv i,duab:n
f;d� SS:�Sba!
O,t.:M.o. fSr:c� Si33a
r^% eri:o
l:•LCt'L a'lx'1� ���
ELECTRICAL
SYMBOL KEY
QRECEPTACLE
240V
Q240
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
$R
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
�—I
FLUORESCENT
L�
LIGHT FIXTURE
JUNCTION BOX
1.ALL WIRE TO BE fii2 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION,
2. FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
S. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL.
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
m \
t2
SEE VARIOUS END WALL \
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
ID
La \
7
I
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
3.5" METAL STUDS
SPACED AT 24"
O.C. MAX
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
SO'—O" MAXIMUM BUILDING LENGTH
NOTE' ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
lrrc
MTB
7/12/17
NSA
W
e°' ' LB—S—LBE
w,su�wprrnwpmµ Q n,e w.a m rim us
prup.��wfTura
2 Ya�M W a�.01o1rt f1011 iK [MALT fAtG�nTmN
n "IT ip Wlm CRYS r011 RFRrI w5M1.,M1
Ikll�� O�CM LL9
xwfty0
O
r3 IYA.
M6 MN dea sn I11MLL I,IH lV ea' YMMWI D]a6.
m
m e wsrw¢v w-me m vnw T urn.
Y' n r.�w wa vaae ro uIr 1xE v%*v a—mNv
n, awuw wx
�
_ _
°'� imv �v�wmrr�ro� �x clv ,tea co�i w+°fm�
LJ
'�i "w��m10ir Ewa vivma omui mumwvs w >xe m,a
�_
O. YI ILC RKP1 l�tl5 MV��rypN�TL�1,�-•••.•-10]IW,
Y6�6,�IOa1N1 W W XKM .Vm IWWMnYA � 1NC
D_
me 3o+a
u'b,
rn w +aasuMft 11mr narcn a�rz sun,. b
aura: vwnxo Am auuce ams �__ ..- 'dau u
maa m 1'r61E.i
4ixW,.t n M ew mtM rm
� N � m�iao�nns� � �m raa hsmcNs
W
o
............
%CENSS
J
i�A
STATE OF , (V
4
1—
Matthew T. Boldwln P.E.
()
Elar{dv U—., #64608
W
w
shoat, FBPR-7 OF 7
TABLE 2A - 165S/170C TABLE 2B - 140C g
30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR
SPACING SPACING
Tit -DOWN STRAP BOLTED THRu nE-wAN smw (1� al sYv n OH IY xmE oR LEss � � UP TO 16'-0" 10'-D" UP TO 16,-0" 10'-O"
FLOOR .lost f/Y cRAx 6 (sFE NOiT5) (3 ue DR (T) 4.e v.E $TP R Sx,re9 eaLr Aew WASHERS "LL FLSC(aN' °N `'1Ud101' TYPE t TYPE uL 16'-1" TO 20'-0" 8'-D" i6'-i" 10 24'-0
TIC -DOWN ppBgIRP1wWPTRTHHBOUEO TO ME Jp• [4D,R ,1p• AUOEp
1/Y.J' (1,000 l8. Ca1CRT[ 3Bµ0LT�WtUYUM RIM W NS ANCX/C ANCHOR '-l" TO 24'-0 6'-0' CODE INFORMATION
wmcE ANgIOR 1>)RH WASHER �+ R«K/� �+ �•/QAY TABLE 1 A - 120C CODE vERvafl
f/ N. (4w Lad caNurcTc ;�;I -ANCHORING TO CONCRETEMAWTAL'I49IOR ,A�
WE,OE A,roR µO„F,Y11„a TABLE 2C - 120C MAXIMUM ANCHOR
t ' "'' TYPE 3 TYPE z 30" AUGER ANCHOR SPACING SHED WIDTH B ODNO TYPE
EADWG 4• CONCRETE CONCRETE
SPACING
AM SHED WIDTH MAXIMUM ANCHOR CONSTRUCTION TYPE vO
asnNe a• roecre:TE TRTH �MISION FOR SOCIAL" SPACING 24'-0" W-0" FIFE PROTECTION NOY
PICAL ANCHOR TYPES UP TO 24'-0" 10'-0. 20'-0" 7-0' BRE suPTN¢ss N rmN WK
OCCUPANCY taonA=
7'-6" ALLOWABLE Nukhom OF STORRJ 1
Bee WIND SPEED W,.t]o/14s/tea/1
14'-0" 8'-0" DLPOSORE cD _
T r
iL 0 � SSWrt //�33' TwU a (f) {W SYP �3 ON 6' WIDE OR 1E55. (1) 4 SYP I3 ON !< WIDE OR l6i INTERNAL PRESSURE CWiFIgMF
I/YN' ({,GOO led CONCRETE w 501E PRATE (RgTUR .1 - WNMBM {RN WASxFTa (3) 2.E OR (t) /.e P,T. 5ryP �] SKIp9 (2) 2.B OR (1) /.e I.T. STP /2 SNIOS 1 pr-pn 10r�,r IMPORRµCC FACTOR 1.10
WEDGE ANCfRDR WITH 2' WASIRm ODPAaLE ww0 OR v,E) (NUT & BOLT OR LAD BOLT) AKKllLL ELSE(GN BE SET aN GROU D). ALL DSE(GN eE 5[r oN OROtRm),
TIE -DOWN STRAP SECURED ROOF DEAD LOAD WO
_ ''(F'.4 TIE-DgjN 'TARP B0.im TO TYPE WTTH le) foD.f.e• Nets g•_p" 12'-0" RooF LNE Inm a GA ia0u Poor Lao
ROCi DEAD LOAD 1-
- -_ 1 ri.Y ({,000 18. CONCPET[ 5/8' . JO' EARTH ANCHOR, 6'-0" 12'-0" FLOOR LIVE LOAD Ao T
/ ) {�•� AUGER STYLE FOR SOA/CIAY. I}.
EXISTING 4' CONCRETE WT:dcE ANCHOR WTN U -CHANNEL DRNE STYLE MR RwK/CCRAL Tr RATING OF WALLS. nDOR. ROW N/A
TABLE 1 B - 140C UCCU= PER BA DNo I
DOST010 4• CCNORDE OPrroNAL SUPPORT PAD (PT Wow ANCHORING TO CONCRETE NURIDCANE p.=c.N USAGE, TOO
cONCRCTC BLOC( OR PAD) SPACED SHED WIDTH MAXINUM ANCHOR HURRICANE SHELTER U= R0
Ac AT e•-D' MSPACING
SQUARE FOOTAGE n0 mTT. OR Las
24'-0" 4'-0" REVISIONS
20'-0" 5'-0' REV DESCRIPTION BATE 81'
f Alam TYR ?t EARIR Awm ADS Lb rat OIL oJte/Te YT.
TIE -DOWN STRAP BOLTEO ROW ] AGDm V n•CKET F . AFI RHO Irons a+ate MTe
_T r
]N SOLE PIAiE (NARIPILI.Y FLOOR JOIST Wy,tRml1 1/3' GTRAOC a (1) 4.1 6YP W2 ON e' MOE OR 1E55. i ADDm i/t4' I:LLVANIID GADta B/lal. YTe
�L/3!1e• (/.Ow lBJ wNDRE1S (1 4/ SYP /3 DN 6' MDE OR LESS BOLT MINRNAI WI1H WASHERS (]) 3a8 OR It) I.a P.L SYP I] SKDS 14'-O" 6'-0' { ADDO, NOIC 11 OR 6T-,G %POGO epO/10 UTO
WSDOC ANCHOR WRH ]' WASHER DURABLE wow OR P.L) (] ]•e 00. (I) 4.8 P.T. SYP /3 $WOO ALL ELSE(GN SR ON GROUND).
(NUT & DOLT OR ]j1A0 DOLT)
- ---- / ALL ELss(cul a sEr oN aRoupo>. D my FIG TaDDnT u1e
�4" �cu00v naD�"PSTE Jc%°E 12'-0' 7-6'
(SEE NOTES) a/s• . w• EARTH ANCHOR
WWH EYE POLE: AUGERstYIE 10'-0" 8-6' .
• A `OPDDNAL REWTORC[D 1/31J' I4DDo Lad wNCAO[ FOR SDRAYAY. DRIVE STYLE Oola
WTDCE ANDRw WRN Y WASHER FOR ROCX/axiAL 6'-0.
••''. wNrn[R F'WNIATwN Il.i • •.L 8/11/15
�8^ 4 COSTING {• CONCRETE OR OPRONU. 6'-0" 12'-0" N/A
COSTING 4• CONCRETE SUPPORT PAD (P.T. WOOD wNCO:IE
DIM OR PAD) SPACED AT 6'-0' LWL TABLE 1 C-165D 1 5C LARX BUILDERS
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
Y WmE tt TATd bTEd T.'
BR.AOtCT lU:-GOWN SRAP TIE -OWN STRAP 24'-0" 3'-0" .
-W,TIRRU R00R JOIST ((I 4.{ .9 ((1)) IY4 SYP I3 ON a' WDE OR IS.00 (SEE NOTES) ((1)) 4.4 S'P J2 aR B• Wlw DR ass.
WRX 1/3' CRADC a BOLT (S� ].e OR (II 1.6 P.T. 51P I2 SR,09 lE-OWN SRLW BOLTED TO (3) 31e OR (1I {.9 P.T. STP W3 SgDS (3) R.6 OR (1) 4e P.T, SYP /3 SK105
WOMuM WITH WASHw ALL ELSE(CAN BE SET ON GROUND). OROUNO ANCHOR WRN 1/]' ALL BSE(TxR BE SET ON "MIND). 20'-O"
(NiT a WLT OR ]J1A0 BOLT) WASLGRACEAL OLTCONiD qU9 A4D M-GOWN 57PIP BOLTED 10 ALL aSEIGN BE SET ON GROUND).
ATTAMED 10 G> UI a BOLT Laeow iT"WBH/ Asf`"AOars 16 _p"
CONCRETE ., a/Ri A 30' FARTN ANCHOR: a/e• . Jo• FATON ANCNw: 14'-0"
WEOCE ANCIaR wltH r WASHER ;, AUGER SITIE FOR SOL/CUY. .'.I ADGw arnE FOR . Cur. `.I \11111111/ J
. • . .RYE STYLE MA RowCORAL • • . • DRIVE STYLE FOR ROW/CCUI � .. 12'-0" Y-0" �``
Z \\\\�1\ .......:.gq
DGsm 4• coNmm IOSTwO a wtAOTETE w DuwORr 10'-0" IT-O" \ '� L O
PAD (P.T. WaCO. CONCRETE afOC( OR OPRaNL sLPPDO PAD (P3. =. `� A, M}CENS� L ly�i
PAD) SPACED AT e•-0' HOE. AT a'-e BLOCK OR PAD) sPACm Q. MIMI
TIE -DOWN DETAILS1.ANCR{pqSPACNC f5 DESIGNED AS PER ASCE-7.
2 ALL ERASSU ENFNIS ARE CENTER -TO -CORER _
3. TIE -DOWN STRAPS TO BE MIMNUN f->Z' x D.OJS' GALVANRZED STEEL, FEDERAL SPECIFICATIONS 005-781-H, TYPE-1, FINISH-B. GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4.725 LB. MINIMUM ULTIMATE CAPACITY (3,15D LB.. 1.5). U �t SSTATE CV `
4. ALL EARTH ANCHORS SHALL HAVE A MINMUM I&C e. CAPACTY, �� FL 0 R ID P �4���
5. EARTH ANCHORS LOCATED AT EACH CORNER MAXIMUM 16' FROM END (4 MNIMUM PER BUMWG). AND SPACED AS PER TABLE 2AB.0 DEPENDING ON SHED WIDTH, WIND SPEED. AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. U I �''•
B. CONCRETE ANCHORS TO BE SPACED AS PER TABLE tAB.0 DEPENDING ON SHED WIX WIND SPEED. AND EXPOSURE ZFS' +.............
• ••• • .•G� \\�
9 �GKIH ANCHORSIND CORE)E NiLTli7. CONCRETE AN ORS TO HAVE A MINIMUM OMAY E USEDF 4' COVER N (DISTANCE CONJUNCTION FROM GUIDED 1HATCHOR M ETHE SANE MAXIMUM $5PACING IS FOLLOWED FOR EACH ANCHOR HYPE. OF CONCFM.��/ �i Ai
10. CONCRETE BLOCKS CAN BE OPTIONAU.Y CAPPED WRH APPRWED ASS CAP BOARDS (OLIVER TECHNOLGES. INC. NODELJOTICBI. OTIC83 OR EQUIVALENT)
71. HOLLOW OR SOU. CONCRETE BLOCKS (8'.B7xA6•) NAY BE STACKED ON PADS FOR HIGH SETS UP TO 46' WITHOUT REINFORCING. LLJ M.ttheW T. BaIdW(R P.E.
Florid. U.- 0646DB
Sheet AP-1 OF 1