HomeMy WebLinkAboutSHED LESS THAN 144 SF (4) RECEIVE® FLA Manufactured1301ding Program
r��z�;irnasa fd. -
1940 North-Mmoe Street
Busrr s 4;
SEI 2 7 2018 Suale 90A
Profess% `had ' Tallahassee, Florida 32399.0772
�E' lj�?l IC)Il ST. Lucie�OUrii P�Pmitlirl: Phone:850:487.1824• Fax:SSOA14.8436
Ken Lawson,Secretary Rick Scott,Govemor
August 22, 2016 j
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
s
Vidalia,GA 30475
K '
RE: Manufacturer Certification,ID MFT-114; Expiration Date:August 22,2019
Dear Robert Moore
It Is my pleasure to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET, P O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds, Manufactured Bulidings'for Installation In Florida.
Construction or modification on a manufactured building cannotbegln until the Third Party
Agency has approved the plans In accordance with the current Florida Building Code. Your Third
Party Agency Is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Eacfl Code change will make your plans obsolete until they have been reviewed,approved and
Indicated[on the cover page of the plans]for compliance with'the Code by your Third Party
Agency for plans review.Please ensure that your plans are In compllarice and are properly
posted on our website.All site-related Installation Issues are subject to the local authority
having jurisdiction.
>m
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant completi'access to your manufacturing facility and records to remain In
compliance w-ith the rules and regulations of this program.
0
Your certification Is approved for three years from thls date..You will receive a renewal notice by
if I Email generated by the BCIS'(%r WW,;tioridabulidbiq&ra)for onllne renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridab.ulldinci.org to see valuable Information on the Florida
Ui 'Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
L
Robert Lorenzo d
p" Manufactured Buildings Program
$ cc:Professional Service Industries
Intertek-P51 Tel +1407.304.556'0
�� � rp=sv;
1748 33'O Street Fax+1 407.304.5561
Lnt Orlando,Florida 32839 intertek.com
FL Engineering Business H3684 psiusa.com
November 14,'2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C `
Tallahassee, Florida 32399-0772
RE: Plan Approval: Storage Shed.
Manufacturer: Lark Builders
Plan Number: 42325
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, 6t" 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) Richar;'Olds, ICC #5107840, SMP-45
a~ Deparment Manager Plans Examiner '
Building Science Solutions Building Science Solutions
,Copy to: Ms. Berri Howard, Lark Builders berri@larkbuilders.com
PSI APPROVAL 2017-11-14
COEIEREVIEIN
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ROOF SHEATHING OPTIONS:
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FL FE a93J19,lA PE x3011
Esucx auDx.J9 — STANDING SEAM STEEL ROOFt27.8/-94.7
— ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2
CODE.INFORMATION
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50'—D" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF WNUFACIURER W[DuOmt iaC.�
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REVISIONS
a0 i Q REV DESCRIPTON DATE BY
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__ PANHEAD SCREWS WITH #3 DRILL
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3.5-20GA METAL COLLAR TIE. 4'-0" 2.5"x.5" CORRUGATED ROOF PANELS as[nRA�ac NuxerA a sra+as �
LONG ATTACHED WITH 2 10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING
( )
DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6" O.C. SCHEDULE FOR RAFTER AND [uosuxc sxm 1° °
BRACING SPACING ENnsslraE nnoam
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SCHEDULE FOR RAFTER AND REVISIONS
BRACING SPACING REV i DESCRIPTON DATE BY
OVERHANG OPTION DETAIL
3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
x
MTB
3 3.5" BRACE AT 3'-0"
7/14/17
ABOVE FINISHED FLOOR.
o ATTACH TO EACH STUD W/(2) ()10 sttl` N/A
SELF DRILLING GRABBER SCREWS.
(1) INTO EACH FLANGE N LB-S-LBE
L lw a�.0 6[YVI I.W M[,IXt t66[1�1W
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WITH BUILDEX 10-16X1 TEKS �'u,Nx nuw':°eudce�
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SPACED AT 24" O.0 MAX. I �`•:. STATE OF •.'L�`
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OVERHANG OPTION DETAIL LL M,11Ae,T.Boldrin P.E.
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CODE INFORIMiIDN _
WALL SHEATHING OPTIONS: OODL V[NSON
— BOX RIB ALUMINUM
TWIN RIB ALUMINUM
wNs,NuoroM mC
— DUTCH LAPSIDING ALUMINUM MO MTECTON NN
— DUTCH LAPSIDING STEEL SIDING "°`�mw. M °
SECURED WITH occMPaMCE.MMBO oraoNLfi �
(2)H3 OR EQUAL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
— �" T-111 WOOD SIDING ARE �..
,DOUBLE 3.5" 20GA. — HARDIE PANEL STUCCO AND T-111 SIDING
onaiwu PN�1lQ OOLRa'hML .15 nv
STEEL TOP PLATE — HARDIE BOARD SIDING 3.5" 20GA. STEEL Pam az rKmN
POLYCARBONATE GREENHOUSE PANELS TOP PLATE
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END WALL "°° Dao`°"°
BOON lM lOV] ,Y 9
OOuI PER BMO➢°CfIOOR.ROm Wa
SO FOOL
REASIONS
REV DESCRIPiON I DATE 11BY
4x4 P.T. POST
3.5" GA. STEE BRACE (2)
#10 SE TAPPIN SCREWS
EACH / / / // / oma Lae
E (1 INTO EACH FLANGE) / / / '//A
N/A
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(2)MITEK OR ALPINE SOLE PLATE d `a Kptt�� m
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J
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STANDARD WALL DETAIL o ;�:, STATE OF fes`
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PSI APPROVAL 2017-11-14
CODE REVIEW ' S
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nor PAIQS FASTENED Roof PANLLS fAS1ENED CODE INFORMATION
WRH.25 14x75"HnH ,wM.25'-1-7a•HWH
i /l AT 6"O.C. iRAE6/1 AT fi"O.C. CODE YEASW "Wm
1 Sy 1 S WNUFACIURER IAPR 9ADma Re
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FAPOSORE
ENCLOSURE [ROostD
ORCRNLL PRE66Mw:CotorDt EN1 ./-aL
SS BRACE AT S-0" 15"-]OG YRK IMONG. ]S•BRKE AT]'-0" SS'-20G YCUL eR/LwG. plpORt f�Op ,.,s
ABOVE DMLED BOOR. ARAM EAC"Etm TO STUDS H/(2) ABOVE rr�1ED ROOR. ATCACM EAtll CND TO SNDS w/(]) ROOF OGD t0A0 ,OR
ATTACH TO VLH STUD w/M/1D 110 SCREWS.(1)Mo EACH RACE ATTKN TO G SND w/(2)I10 /10 SCRCws.(1)MO FACH r1AN'1 ROOf Uv[LMO Idsr OA]ooe IOrO Lam
5[V ORLLIHG CRABBER SCREWS SEV DRLL GRABBER SCREWS,
(1)MO VLH FLANGE lATF•Trc BR•nrx' (1)INTO FACH FLAWA BOOR DEAD LOAD ,oA1T
80011 lM LOAD ,SSPrr
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MODULES PFA BImOOC
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REVISIONS n
R DESCRIPTON DATE BY
I.---MMES 6'-0.70 13'-B'�
END WALL FRAMING OPTION END WALL FRAMING OPTION da.6y Kre
e 7/12/17
nor PIFElS FASTENED nor PAMLS FASTENED N/A
MRH.33'-I1x75•HNII wN1.]3 6.0.1 HWH
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3.3"ALL[AT 3'-0" Fhc1 STWwNWB m 1W[m,a
ABOVE rDOS1ED ROOF. ARACn[AEN[ND TO STUDS w/(2) ABOVE rd6MED BOOR. ATTACH UCS.EIC M SNDS w/(]) R,MAZgdv[�WM �0041.1. !nwI AAC wo
ATIACN 10 EACH BTUD W/(2)/10 /10 YRW-(l)M0,,"= ATFILH TO fACll SND w/(2)/10 /,0 YRCwS,(1)MD
5[V DRALDIG GRABBER SCRCVS, q 5[V DRLLRC GRABBER SCRIMS,
(1)MO VCM DMCE 9 NDIF Tme PAAnxn (1)MO GCM FACE 3 HOTF Tmc rrCM. Uw[n OH SiD[
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ION
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END WALL FRAMING OPTION END WALL FRAMING OPTION 0 �� STATE OF
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SKID RUNNER SPACING* PSI APPROVAL 2017-11-14
UNDER 30' LENGTH
1-33E s—
OdMdA Fkdm,32839
SHED WIDTH A 8
rccasimvo
ccc comae 6'-0' 15' 42-
18- 60"
18' 84- 6,-0- 2"X4" CODE INFORVAIIDN
TO 11'-8- 2"x6'
11'-0" 24" 84" > 2." M=—
W Z�Fw-IRK
28- 94" co141R ..TIP(
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE fm
13'-0" 36" 84"
I STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
13'-B" 40" 84 DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ZBW��u
L ARE INTERCHANGEABLE.
txeasuac <'
-VALUES ARE FROM END OF JOIST 04CLMK
To CENTERS OF SKIDS ONLY. *FLOOR SHEATHING SECURED WITH *XO.113-
NAIL (OR EQUAL) @ 6-O.C. MAX
—50'-0" MAX. RW V4
16 D.C. TYP. Row
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So"T90T.CE Yrs con u[6S
REVISIONS
REvI DESCRIPIoN DATE I BY
mm
1/12/17
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SCHEDULE FOR SIZES TIONAL 0 C _j
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2 SKID FLOOR FRAMING PLAN 0 —
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PSI APPROVAL 2017-11-14
CODE RENEW
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CODE INFORMATION
11"x1j" NOTCH L:oscvcASA>.I _
FOR EACH JOIST
suAsw)roc
CUNS@iCEION iYP[
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*ATTACK JOIST TO SKID WITH l%-x4"° CREW OR (2)SIMPSON H-3 mcAP"NL'
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12" LAP SPLICE FASTENED WITH (6)rj"x4" p1CL0$1rttC E—
LAG SCREWS ON INSIDE, (3A"x4" LAG
SCREWS ON OUTSIDE (9 TOTAL) JOIST T 0 SKID
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MMRCN[PROIFCAON I6NE Nf
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4"x6" P.T. SKID SPLICE R REVISIONS�
DESCRIPTON DATE BY
WALL SHEATHING
3.5" 20GA. STEEL STUDS ®24"O.C.
�. MTB
omc:
7/Ts/n
m N/A
Yebl
LB—S—LBE
3.5" 20GA. STEEL
2 SOLE PLATE SECURED °�""6
WITH 1%"x4" LAG FLOOR SHEATHING ^s m1110O1K tea'O0i6L""'""
6 SCREWS 016"O.C. FLOOR JOIST
� .Q°�f1id2ra m'm`NTn� �,n av-ocaT n
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1.5 F- — --- m a:�iecaoacE ant Rs tmet.t.a.a s TNtT qua.00l
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, ® 12"
.rEd."L d M WwN¢N v2 toE YB6f ID asssn)
O.C., STAGGER ROWS 6". — — �
3"x6" SPLICE PLATE FASTENED WITH 2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT D
(5)—SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST Q ♦♦����w T �Q�
EAto!CH SIDE SECURED WITH 3 0.120"x3"
WITH (3) 0.120"x3" NAILS 012"O.C. ♦ X�r '^ •, ! /i
NAILS ®12"O.C.)STAGGERED EACH SIDE STAGGERED LJit \-;.A, : �%CENS,, '•.,:0���
LL1 `\Q':'
(2) 2"x6" P.T. SKID WALL TO FLOOR
N
SPLICE/SECURING CONNECTION DETAIL J 0 STATE OF 4f/
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Flo4do Uce"x J64608
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m _
...r....v"..eai.'`I. ELECTRICAL NOTES: �'�,✓p
11-14
CODE REVIEW
v,omwPw s•m..maaw•, 1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
"'8aa"'sa°•' 2.FIXTURE LOCATION AND TYPE MAY VARY
oaa.aa vmdeP ueaa
PWaRM•r RIWNLba 3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
Fiss�aii s+4le 4.20A GFCI OUTLETS - -
0.vD mlYl n9•r Yrtm4 xx4n 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.: MAXIMUM B RECEPTACLES.
fLPEt°�"''^vE��01 6.ALL SWITCHES TO BE AT 48"-52" A.F.G.
lsu_xwo:.3e
7.FLUORESCENT & LEO LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B.ALL OUTLETS TO BE GFCI CODE INFORMATION�p
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT CDW AleXw
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. "CTO�R
—a-1K
mxsiRutrox I.PE •-•
WINDOW HEIGHT, LOCATION NRc PRD,cWox ,o,a
AND QUANTITY MAY VARY
OCOUPUCT S10RMi
AND ARE OPTIONAL nlau„ac xuxsEx W sroaas
ewc xwD sam —eoew
Er<PoSuRE a
ENOl05URE E'm�
Pfl[RMLL PRCSSIIRC W[PiCEM ./-D4
nMRI.,l 6.CIOR
ELECTRICAL SYMBOL KEY
ROW tM lOW 10•SE Q]a•O 1axl uY.D
— DOOR DCN,L— oPsl
RT MTxa OI xALm ROOK.Raaf W
RECEPTACLE 3.5" METAL STUDS
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D
RRE'A•E SIQIIEN US.aC
/ SPACED AT 24" sown[EooncE �•sarc oo
24OV O.C. MAX REVISIONS
REVI DESCRIPTON I DATE I M
Q240 RECEPTACLE
SINGLE POLE
SWITCH m
THREE WAY
t2 7/12/17
$R SWITCH ak
of SEE VARIOUS END WALL SEE VARIOUS END WALL\ N/A
10 FRAMING SECTIONS FOR FRAMING SECTIONS FOR
CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING LJ °° Le-S-LSE or
LIGHT FIXTURE
W a na.'�rwxiK Ema mu..m.
WALL MOUNT o
LIGHT FIXTURE 0° ^°�-°°°°�m�M '�°�
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LIGHT FIXTURE x "mum,M
M COYI,[60 xa h
JUNCTION BOXYm.,��
•aoR,o0 0,�.
uj
Di I
A,. L%CENSEWP
Ive
JLf
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM Q f
EXISTING POWER SOURCE STATE OF
i�i�.c�'•., FLORID
50•-0" MAXIMUM BUILDING LENGTH
U ''e"191 'N
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY I`— Matthew T.9ald.ta P.E.
0 Florida Lieeax 61608
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bj SneeL• FBPR-7 OF 7
f TABLE ER — HORS/H70C TABLE 2B O 140C / IW- g
L30 AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
' SHED WIDTH VAXIuuM ANCHOR SHED WIDTH MWtMUM ANCHOR
TI; - SPACING• SPACING
ra-mm sTRM eaTm TIRV Ism xoTCJ tq.•.s4P I:ON f RMI[m LLss UP TO;?',16 „O5k t0'-0' UP TO 16'-0' t0'-0' --
BODN AJ6T XRN 1/]•GMO[S la)3•e OR I17 a•.P.T.SIP 13 SxD15
MILT IrDDDN mn wASrMAs ALL[Lw—BE SR Ox DRaurm). TYPE 1� TYPE 7A� � 6-1 TO 20-0 6'-0' 16'-1"TO 24'-0 8--0-
a,,
'-0'
TM-mrM nlMv IIIXTm TD E 5 ]µ•wNE ]0•AUDw TT
]ANgOa mn T/a•DIAD[s ra,, '-t"TO 24'-0 6:-0'
'Fv'(appy Iy)D ETE W M_M MIM rw9m15 Fq'p/CORAE r0i' CM' TABLE 1 A — 120C LOGE INFORMATION
COD[AM]g11 rIM rASN[R COOC NReY1X s m�m n
]1]tom ID)mxLSl[ I}: TABLE 2C — 120C ANCHORING TO CONCRETE wXr.cnmw w.��
'Rf11 O- � MINIMUM ANCHOR
(TYPc]) TYPE 3 TYPE 28 30"AUGER ANCHOR SPACING SHED WIDTH SPACING DNmm TYPE
m•AlIDD1 MAXIMUM ANCHOR CONSIRUCIpN WK
01 10••m"M'm "r¢,w — SHED WIDTH
alsmlc a•CONCRCI[ em'�PI aNtN row son/cur SPACING 24'-0" 6'-0' TA,PROrtanoN MN[
TYPICAL ANCHOR TYPES UP TO 24'-0' lD'-D' 20'-0" 7-0'
aawAxer
. 16'-0" T-0" AuaR.eM ImNfMR w sloRm
_ wc.•RIND SKm �ISo/u r.yV
14'-0 B'-0' �ppE w
ra-DOIrN SIWP f101Tm 1XRu 12'-0" 9'-]' [NCmSUR[ r•elatm
NaOR JpST mn 1/]•fA/a[s (()) •.Sn p ON e'Inm OA t[SS (1)
I.I.
SIP/]ON e'r0[011 i Ra DDODYL PR(41R[CaOilCmNr •/-ala
]•.SIX[PAI[(rMiDIW1Y BIXl YNDRN.RX rAMQl15 OR(1)4•E P.T.W 02 SN04 1])Lem(I)a.e P.T.SF I]S—
OR
rnCfpX
T/Y]•HAm lB.)COxCME OUPABIl r000 OA P.T3 (YIII Y IT M lA0 eIXl) ALL OY(Cw BE Sn ON wmlm) ALL E[S[tMN BL SR ON DRourIDL 10'-0'
rmE{ANDGR MIN R•WASImI 1
ra-Open BTVA eIXTm TD TYPE T XODN(0)lw-
5/r.
D.13 H�VS RDDF 000 lON IW
-____•-_-�-,[-4 ]AxeMR InM T/s•wADc a 8'-0' 12'-0' mar In[m•o
DUDI1 TXNT Immwx mx wvlws r[Oox Drro uva ay.s oe Sooe mu wD
D/e•.]0•rARm Axcicx 6'-0"
Irrs pam Is.)coxcRLTcAt.:w zIr1E rae saa/wr.
FLOORLAE IdD Smv
msTwc r mICKT[ rmcc N4Rm MIH 0`M3)1
3 oRAE m¢FOR Rocx/colla 'R•RAIDYI Or rAUs.[[MIR.ROOF v.
TABLE 1B — 140C �pA� p 0,a
dDTWO a•COKRLIE G,,O-SIrPOm PAD(PT roo0. ANCHORING TOC CR E I.sav]a PRortDRON usAcc
mVCRn[e1MR OR PAD)SPKm SHED WIDTH MAXMUM ANCHOR n
AT e'-0•w.. SPACING I.NRfANE SIQLIw YS.O[ W
SDII•DC rOOT•GE )W•aK.OR 10:44
PENSIONS
20'-0" 5-0' REV DESCRIPTON DATE BY
rAnx r'arclt Ntom D/IVH IMI
ra-mrx s1RM B011m THRu L rxon aw,.ss uP art vlo/u m
3.4 SPIE RAT[(NAIUR4LLYFLOG+A)6i mx 1/3'aX.•DC S (1)4.4 SYP I]ON W WIDE OR MSS > •DDot V1f 4aA.60 fIlE VIM,. m
ri/]-S•HADD l&)OONOAETE OAMGE Rom OR P.TJ 11)4.4 ST./3 ox L.74-12=P BIXi YIgCVY MIM rA512R5 (�T ()R.8 OR IG Me P.T.SlP 02 SxaS 14'-0" 6'-D'
ps[ANGOR MIN 3•r sxm 13)Ze DR(1)4.9 (•UT•eIXT OR 8TA0 mtp DSE(CNI 0E Sn ON fAODND). •aNn xRE 11 w Srr..O OYAa Vb/14 m
Au Tls[IaX]IIT sn ax DIIWrAA ./SD/n m
_-_.�__�� ra-mxx sIRAP oR]/le• 12'-0" 7'-0'
_ rxvul¢m srm nm[ �
HOIKXA
e 00•[.RM AxM
avnDNAL R[INrdrcm 112'4•(4Am Is)Sm1aKTc [nm ni/c A""'s 10'-0"
I.. rIX SOD/FOR SRN[SIR[ Mt8
coxcuTc muNwmx rmri.xnoR mx r rASNrR roll Rm/coRa 8'-0' 12'-0' D.In
I%�' ••1 r. B/tt/ts
aeawD a•roxcnnc OR oPmXu 6'-0 12'-0' N/A
o6TAo 4 mNCRCT[ SIPPORT PAD(P.T.MOOD.OOr1CRLlE x°�•�
..,..,.:.-. _.y., ,� ._•,..:.._.,-..,,r-.,r :.•a - IiL00R OR PM)V.0 AT W-W TABLE 1C-165D/175C EARN BwIDERs
ANCHORING TO CONCRETE
SHED WIDTH MAXMw1 ANCHOR RECEIVED
SPACING
Y YtOC 11 GYM.SIC6 1'
aRAero ra-ooRN smw 24'-0' 3'-0'
BDLim IXRU ROOK,lol5f tL a.4 STP
12 OX e'P.T.V 011 LESS 1 4.4 OR Ia..e'raE OR HESS. ra-OOrN SRM
mn 1/S•ORAD[5 BOLI (�3.B OR(1)a.9 .STP I]I, ra-mRN SHIP wm 1 10 (])a.e OR(1)a.8 P.T.STP/3 Sam LSCC NOES) (I).•a sW 1)ON e'YIID[m U34.
IDIaEw MIN r5 mR ALL CL4[{uN eL Sn ON GAOIIND} OROMI AICHGt WIIn 1/Y AM[Ls[(tw NM:SLT CN DRoulm>. (])Le OR(1)4e P.T.51P 1]SMOS 20'-0' a'-o' Nr-
16-0
••� .
(MN a DOLT OR 3)TAc eIXi) Dwae s MILT xvRMG mn AM ru[(ux HR:sR m DROuxD). 0 C ..)
VSN[119.ALSO CIXRGIOUS AND h[-mxN SWAP Gklm TD
ARAOm TO N OPPO,A1c1oA ANQOR mx IR•Guo[ 16-0" 5'-O'
ON ORONIE 40[ S EDIT MIDIOY MIM rASHmS
t/r.r la.Dm la)—Rm I„ 5/C.30•[xcn ANGOR: ..1 S/e••]O•wm1—NOR: 14'-0". 5'-0' (-n....
rmG[ANCHaR mx r rA41WR •/. Amw SDIE TOR
my. li.i AIKSA mtc rON SOO/CUR �:" -.
. . IRRA STV,Fm RMX coon .. DRNc SIRE FOR nacK/ORAL ''a �� tN %-.._ _
12'-0' 7'-0' \\```Ew T' &"ll,
[NSTOL 1•m1YR[1[ Q6TIVD 1•mKR[1[Gi_OR, ORON4L SUPPGIT PAD IP.T.HOOD. 10-0' g-0" Z \\\,``?`l„r•««.......'••.
PAD(P.T.r000,mrCR elan as cONCRnc elms OR KO)sPAcm g �\'�i 1,10ENSC
PAD)SPACW T f O
AT R'-D• -0'
,:.TIE-DOWN.':;OElAILS 6.-0'
c. 12'
TIE-GOWN NOTES - " Z
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. S
2. All.MEASUREMENTS ME CENTER-70-CENIER. O STATE '
]. TIE-DOWN STRAPS TO BE MINIMUM 1-1•.0.035'GALVANIZED STEEL.FEDERAL SPECIFICATIONS OOS-781-N,TYPE-I,DNISH-B,GRADE-1. W-DOWN STRAPS OR CABLE AND CONNECTING IARDIMI TO IMVE 4.725 LB.MINIMUM ULTIMATE CAPACITY(3.150 LT.•1.5). j A 4,
4. ALL EARTH ANCHORS S HAVE A MDNIUM 4}m LB.CAPACITY. F •�V
5. EARTH ANCHORS LOCATED AT EACH CORNER,MAXIM 16•FROM END(4 MINIMUM PER BURRING).AND SPACED M PER TABLE X&C DEPENDING.ON SHED WIDTH.WIND SPEED,AND QPOSURE. ANCHORS NOT NEEDED ON ENDS. (..) //.� O R 11)P ,•• \�
D.
CO CRETE ANCHORS TO BE SPACED M PER TMIE IAB,C DEPENDING ON SHED WIDTH.WIND SPEED.AND EXPOSURE. z //(� .,.,••�«�•..••"'G�\\\
7. CONCRETE ANCHORS TO HAVE A_UM OF 4•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). Q 'SS \
SOIL BEARING CAPACITY IS 2.000 PSF CTYP
10.CO CRETE BBLOCKS CANBEf PD�TIORALLY CAPANCHDRS PED WITHY BE SED IN CONJUNCTION APPROVED ABS CM BOARDS(OLVERTHhT TTECHNNOOIELIES,INC.MODEL/OTICBI,OTC82 OR EACH FDUNAUENT)ANCHOR HYPE. '��/"Of Al,\\\\
11.HOLLOW OR SOLD CONCRETE BLOCKS(8-41157 MAY BE STACKED ON PMS FOR HIGH SETS UP TD 48-WITHOUT REINFORCING. t]J MoUher T.Boldrin P.E.
Florida Ll—#64608.
Sheet. AP-1 OF 1