HomeMy WebLinkAboutProduct Approval FLA Manuiacrured BuAlding Pwgram r
Busines*ltr,_ -� RECEIVED te4ONorthMoruoeSlreet
Sire 90A
Professional nal Tallahee, Florida 32399-0772
?C"]dcmIOil JIJN, 10 ?019 ass
Phone:850487 1824• Fax:850 414.8436
Ken Lawson,Secretary ST. Lucie County,EY cii�isi ing Rick Scott,Govemor
August 22, 2016
Robert Moore 912M Goa
Lark Builders, Inc.
P,O.Drawer 629
Vidalla GA 30475
Lopy
RE: Manufacturer Certiflcatlon, 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 5�3, Part I, Florida Statutes, to manufacture Factory
Built Schools;Storage Sheds, Manufactured Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin 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.
Each 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 compliance and are properly
posted on our website. All site-related Installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program,
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the SCIS (www,floridabuildino•orn) for online 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.floridabuildihci.org to-see valuable Information on the Florida i
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
_ TOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
April 3, 2019
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Lark Builders, Inc.
Plan #43450.
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional
Regulations, the above referenced plans have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition.
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
All mandatory comments have been satisfied and plans are approved for
construction by a currently approved modular building manufacturer.
If you have any questions or require my assistance in any way, please do not
hesitate to contact me.
Thank you.
Res ectfull ,
William E. Neary, II
Business Partner
Topline Engineering, LLC
BILL.TLE@yahoo.com
10649 Oakview Pointe Terrace• Gotha • FL 34734• Phone (407)421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
THIS'BUILDING 1S NOT APPROVED,FOR HVHZ
"]"4 TOP LINE ENGINEERING LLC
—jy�y, STRUCTURAL ENGINEERS
William E.Neary,III "'
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION
BOX. RIB ALUMINUM DESIGN PRESSURES cou NERsox
- 29 GAUGE STEEL AG PANEL —RROOF+41.7/-141. NmoINN TMK
— STANDING SEAM STEEL coNzmucnoN wK
- ASPHALT SHIGLES WALLS/DOORS/WINDOWS+48.8/-43.9 FRE PlIMEcuoN
FM SUPPKE ICN SYMR
OCCUPwC
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF utM/.RI.E N SER OF STORIISEO_P DSPEEO PRm
ESPOS RE
CNCLOSME
ONIERIwL PRESSURE COEfrRIEHf ./-O.,R
MPORIAVCE rAC10R
ROOF CEW lOM
ROOF WE IMD ]OVSF G SPP^roFrt NYo
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VAULTED VAULTED FIOOR ENE LGO ,aSPSr
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i REVISIONS 1 uss
REV I DESCRIPTON DATE BY
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10/15/17
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O Florida Licens! 64608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. 0 S^tet FBPR-1 OF 7
THIS BUILDING 1S'NOT APPROVED FOR HVHZ
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING J
WITH BUILDEX 10-16X1 TEKS
_ PANHEAD SCREWS WITH #3 DRILL
------- POINT AT 6" O.C. CODE INFORMATION
______ cooE vERsrox
MANUEAGT R
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C—ION IYPE
-- I.PROTECTOR
FRE SUPPRESRO.SYSTEN NODE
3.5"-20GA METAL COLLAR TIE, 4•-0" 2.5•'x.5" CORRUGATED ROOF PANELS OCCUPANCY
FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING ALLftA —ER OF SIORia rk[
LONG ATTACHED WITH (2) N10 SELF SCHEDULE FOR RAFTER AND 8 9C niuD SPECD Rmmae.
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SCHEDULE FOR RAFTER AND REVISIONS
BRACING SPACING REV I DESCRIPTOR I DATE I BY
OVERHANG OPTION DETAIL
� 3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
x
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3.5" BRACE AT 3'-0"
a ABOVE FINISHED FLOOR, 10/15/17
o _ ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRABBER SCREWS, N/A
(1) INTO EACH FLANGE LB-S-LBE-200D
SHEATHING FASTENED W/
08x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO j
EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING Q NEPSENAR RrR,�,u.�Lorx
WITH BUILDEX 10-16X1 TEKS Lv ,L.mAN,vx
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_____ POINT AT 6" O.C. o�POAL,n sos R,F:oLr
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3.5-20GA METAL STUDS — •'
William E.Neary,III I - : =
SPACED AT 16"O.0 MAX. STATE 'Q.z
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. S^KE: FBPR-2 OF 7
THIS BUILDING IS NOT-APPROVED FOR HVHZ
.S'TOP LINE ENGINEERING.LLC
��LL STRUCTURAL ENGINEERS
WALL SHEATHING OPTIONS: William E.Neary,III CODE INFORWTION
BOX RIB ALUMINUM cox YERBON
SMP-51,SMI-79,ICC 5185040
TWIN RIB ALUMINUM BURDwG WE
DUTCH LAPSIDING ALUMINUM 10649 Oakview Pointe Terrace CO—DIN M
Gotha,Florida 34734 FM PONCTi0N
SECURED WITH — DUTCH LAPSID NG STEEL SIDING rRE suPP------
- 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
A—EMMBER IF 510—
(2)H3 OR EQUAL A
— �" T-111 WOOD SIDING BAVC 1110 BPEED
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— HARDIE PANEL STUCCO AND T-111 SIDING CNCE0.
STEEL TOP PLATE TE »iossD
DOUBLE 3.5" A — HARDIE BOARD SIDING 3.5" 20GA. STEEL wE—PRESUME COC MEM .:
4DgK.I FACTOR
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REVISIONS T
REV I DESCRIPTON. ,v oR DATE I BY
40' P.T. POST
3.5" 2CGA. STEE BRACE (2)
#10 SEW TAPPINC SCREWS ACH / / / / °anB MTB
E (1 INTO EACH F GE) I0/15/17
N/A
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END WALL 0
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3.5" 20GA. STEEL W �
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3"x5" OR EQUAL STU @16" MAX. FLOOR FRAMING 11
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. c — Sh"`
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ap
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LINE ENGIEERING.LLC 1�
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William E.Neary,III
SMP-51,SMI-79,ICC 5185040 CODE INFORMTION
CODE VE— u�
ROOF PANELS.75'HED 10649 Oakview Pointe Terrace ROOF PANELS 75'WD LLVIUFACIVRER BULOENE.xA;.rar
On 39'-14x.)5•HWH RH.25•-14x.)5'NwN
TR 11 AT B-D.C. Gotha,Florida 34734 TRAxx/1 AT 6"O.C. BURDNG TYPE
w COITRUCTION TYPE
FIRE PROVIEVO.
ffE SUPPRESSON SYSICx Nurrt
ALL
OCCUPANCY
dvABIE NUxBER OF MORTES
BLSIC wlxp SPEED 2Oa.rn
EKPoSURC
ENCLOSURE
Y Y WER,A PRESSURE COEfTCIENT •/-O,Ifl
w40RTANCE FACTOR
ROOF DGD Lw
3.5"BRACE AT J'-0• 3.5•-20r NEPAL BRACING. 5.5"BRACE AT S'-0" 3.5'-20r KETAL BRACWG. ROOF LVE LOAD x3r cR SOoe rowT ro'o
ABOVE FNSNED FLOOR. ATTACH EACH ENO TO SNOS x/(2) ABOVE FPKSMED FLOOR, ATTACH FACH END TO$LUDS w/(2)
AT1AC.TO EACH STUD w/(2)TIO /10 SCREWS.(1)IMO FKII fIAxGC ATTACH TO GC.S1W w/(2)X10 J /10 SCREWS,(1)IMO GCH FUNGE ��MD OPSF
SELF ERR. GRABBER SCREWS, SELF ORILLWG GRABBER SCREWS. FLOOR LVE LrD IRSP31
(I)WTO GCH FLWGE tj K•T.5 RRxC xG K cIOF (1)INFO FAC.r—u NOTF•TNK ARe[Irx.K RfOIIIRfn DN OF cIR•GBNG OF W ttOdt ROOF x/A
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REVISIONS T1
1.5" SfCEI I s•Nor L REV DESCRIPTION DATE BY
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1D.M F.I.E.- 'NEGLECTING SLOR FL BLOCKING ID.125 f.FE.•
I—BE REBURIED)
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END WALL FRAMING OPTION END WALL FRAMING OPTION °` 10/15/17
we. N/A
ROOF PAFELS GSIENED ROOF PANELS FASTENEO LB-S-LBE-20DD
WITH M 14x,)5"HFH WITH 25•^14x.)9"IlwH
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ABOVE FO I)FLOOR, ATTACH EACH END TO STUDS w/(2) ABOVE FDffiHED FLOOR, ATTACH EACH END TO STUDS N/(2) _
AI TACH TO EACH SND W/(2)010 /10 SCREWS.(1)1MD GCM FLANGE ATTACH TO MM S11A w/12)E10
SELF DR0.NNG GMBBER SCRCWS. l SELF DRIUINC GRABBER SCREWS. J Ilo SCREWS.(1)INTO GCM MNGE
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END WALL FRAMING OPTION END WALL FRAMING OPTION g i�i'O •.•Fq 0 R I D
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Q Florida Ucense#64608
2019-0.4-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. E� w Sheet. FBPR-4 OF 7
SKID RUNNER SPACING* THIS BUILDING IS NOTAP.PROVED FOR HVHZ
UNDER 30' LENGTH
SHED WIDTH A B
6'-0" 15" 42" AbE TOP LINE ENGINEERING LLC
-O 18" 6O" —�C� STRUCTURAL ENGINEER$
WIDTH JOISTSIZE- William E.Neary,III
10'-0" 18" 84" 6'-0" 2"x4' CODE INFORMATION
6'-1" TO IV-8- 1 2"x6" SMP-51,SMI-79,ICC 5185040 ooce K
11 _0124" 84" 10649 Oakview Pointe Terrace "�ACIURER
> 1 1'-8" 2"x8" eunoWc nPE
1 1'-8" 26" aa" Gotha,Florida 34734 Cd R=10N WK
F.=`, NONE
"NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE rm suPRR om sr Id NO
36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL Dcc"P"Nc''•LLDxr9LE NUMBER F S10RIES
O
13'-8" 40" 84"
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND —c«Wo seEED ..-Eeam.
ARE INTERCHANGEABLE. ExPo E
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'VALUES ARE FROM END OF JOIST -FLOOR SHEATHING SECURED WITH W CE PRESSURE CIE
TO CENTERS OF SKIDS ONLY. OPDR E FM DR Lis
2'X0.113° NAIL (OR EQUAL) ® 6"O.C. MAX Raor orAo Eao
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RODdES PER UULdNG
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REVISIONS '
¢ REV I DESCRIPTON I DATEJ BY
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JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS 4'-0" OR 6'-0" g ///�1111111110 1 111110
SCHEDULE FOR SIZES OPTIONAL PORCH
� Mollhe«T.Bola«.n P.E.
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2 SKID FLOOR FRAMING PLAN c o Sneel: FBPR-5 OF 7
20 — LAN #43450.
SKID RUNNER SPACING* SKID RUNNER SPACING*
UNDER 30' LENGTH WIDTH JOISTs 30' LENGTH AND GREATER _
SHED WIDTH A6'-0" 2"x4"
6-1" TO 11'-8" 2"x6" SHED WIDTH A Bs4NDNS 1SkFu<
6'—D" 15" 42" 1 11'-B" 2"%B 12" Z4" William E.Neary,III .
6-D, SMP-5I,SMI-79,ICC S185040
8-0" tB 60"
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGEQ—D 16" 32" Ocha,064,th,GewPointeTerrace
FlOriEa 34734
18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10'-0" 20" 40" CODE INFORMATION
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND coo-
24" 84" ARE INTERCHANGEABLE. 11•-0" 22" 44"
GUIDING TYPC
1 1•-B" C—R—ON
28" 84" 1TPC .-B
11'-8" 24" 46"
FutE PROTErnoN rn•a
13'-0" 36" 84" Fa[SUPP—N—FEN tura
13'-0" 26" 52" oawwtt
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SHEATHING SECURED WITH ALLC .0 NUMBER Or—1B13'-8' 40" 84" 13'-8" 28 56awc NNro svE[o m N
2'X0.113" NAIL (OR EQUAL) @ 6"O.C. MAX " E[Po E
CNI [rat450)
-VALUES
ARE FROM END OF JOIST 'VALUES ARE FROM END OF JOIST MEI
-L ERNLL PRE55UR[COEfFiCiEM
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. INNRTRaCC—01I
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50'-0" MAX. —F If,E uM,o ow xc.PONT Io-o
16 O.C. TYP. aooR ttAo Eo.o
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NOOVIF5 PER 0U4gNC
NUI—PI—CTON USNO[
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REVISIONS n
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REVI DESCRIPTON DATE BY
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••••••••• r1G\\�\
JOIST SIZE. SEE FRAMING S.Y.P. #2 SKIDS L4'—D" OR / j ii
SCHEDULE FOR SIZES OPTIONAL PORCH i
MoEenT.Bma.iD P.E.
ODorian license 646DB
THIS BUILDING IS NOT APPROVED FOR HVHZ' 2 & 3 SKID FLOOR FRAMING PLAN 10 sneeE: FBPR-6 OF 7
2019-04-.03 TOP LINE ENGINEERING APPROVAL LAN #43450.
THIS BUILDING IS NOT APPROVED FOR HVHZ
ELECTRICAL NOTES,
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 J
4.20A GFCI OUTLETS
S.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 CODE INFORMATION
8.ALL OUTLETS TO BE GFCI caoE vERSNw+ ..d<
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT MANUFAciuREa .��
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL, aNwiND nPE
CONSERUCi10N ttPE
WINDOW HEIGHT, LOCATIONrmE PROTEDTIDN
YMM
MPPN SYSTEM NOM
AND QUANTITY MAY VARY SUPANDYRE
AND ARE OPTIONAL ALLOnARLE NUMBER Of SIORq$
[NSiC w!A SPEED
EAPOSURE
ENCLOSURE rna5m
DIIERNAL PRES COERItlEW
9 .ANCE FACEDR
ELECTRICAL SYMBOL KEY ROOF°°°f°E'°
LNE LOAD
BOOR DUO LOAD
- FLOOR lNE lOAD 135M
R.AiiNO
RECEPTACLE Of nAuS,fIDOR.ROOF WA i
/ �D°°R��PER aDED NO CANE PpOYECTgN uSAc[
3.5" METAL STUDS ,uamuNE r¢uEa usAu
SPACED AT 24" sgwRE FaorADE
240V O.C. MAX REVISIONS T19 ua
REV I DESCRIPTON DATE BY
%240 RECEPTACLE
SINGLE POLE
SWITCH
MTB
THREE WAY °" 10/I5/17
R SWITCH ro SEE VARIOUS END WALL \ SEE VARIOUS END WALL NIA
FRAMING SECTIONS FOR FRAMING SECTIONS FOR
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CEILING MOUNT
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William E.Neary,III F P
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10649 Oakview Pointe Terrace rJ //���O i i;
Gotha,Florida 34734 NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
H Noone«T.BDld.in P.E.
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w
DD TABLE 2A - 165S/170C TABLE 26 - 140[ �g
30"AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING J/ll
MAXIMUM ANCHOR YA%IMUM ANCHOR
SHED WIDTH SPACING SHED WIDTH SPACING _ �•.f
FIE-SGA x slwP earzO T1BRu DE- 1 swv (p..•SIP 12 ON W SDE OR LCs UP TO 16'-0" lD'-0' UP TO 16'-0" 10'
(SET x01[5) (2)2.e OR(1)1.6 P.T.SIP/2 SKNS ALJ
rt.A�ulOST...1"2N cwxM1 KL[LSOl-B[SO DN c2ouxo). TYPE t 1YP[2A II 16'-1"TO 20'-0" 8'-0" 16'-1'TO 24'-0' 6'-0"
no-ooAH nwP earzD TO nvE TT
3-NOR won 1/}-WtKC! u1CnDR JOAN�RR �(� D-1"TO 24'-0 6-O" CODE INFORMATION
1/2-J'B.roo LB.)CONCxn1 Bat Y VM wrtH wAsn[Rs FOR
RDc%/coRAL row sort/cLAv TABLE 1 A - 1 2OC
[BE[AxaDR wRH wASn[R • COD[vCRSDN
/2•s'POO ro.)caRCRflE TABLE 2C - 120[ ANCHORING TO CONCRETE NNw M".
• .EDOt ANCHOR wnH V MNNEL '`� ° MAXIMUM ANCHOR
TYPE 3 TYPE 2BB 30"AUGER ANCHOR SPACING SHED WIDTH SPACING MJM1°iNC nPE
CXSIWG.-CONMEME CONCRETE W AUGER MAXIMUM ANCHOR c.__-TPC
Cndt CHER SHED WIDTH SPACING
dSM.•'CDNcxflE FIN aaPAxvoN FOR SD Vcur 24•-0" 6-0" FIRE PROTCODN
TYPICAL ANCHOR TYPES UP TO 24'-0" TO'-o" 20'-0" 7'-0" FIRE sIaPREssDx sis1EM
acwANa
16'-0" 7'-0" Al.ow•aE NBRBER Or STORIES
INvc wND sxEo �1raMv.wns"n
rNCLOMmE .Kram
1D-OOWN STRAP BELTED]NeuT 12•-p.. PnrBDVA PR_VRE COEFFEENT
FLOOR uar wnn 1/2'GRADE s (1)...OR p Ox B•�Dc OR LEAs U)•••STP/2 o1 e•. OR LEO.
2..SOME PUT[IwiuRAUY Bal.mnuuM wnn•AsertRs (2l 2.e OR(1)..B P.T.srP/]SASS ui nsc(cAite[s[i o�cnamqun 1 O•-0• 10•-6• wroRluxs rAn°R .n
1/]'J'(•.000 lB.)COxCRCiE DURABLE WOOD BA P.l.l INLn k BELT OR tIL BOT) ALL[Ls[ICAN BE Sfl ON GROUND). 16-DOWN$iR.P SECURED ROOF DW lOAD LooSr
11 ANCHOR WITH 2'wASNFii WITH IB)IOD.I.!'NULS ropy
=f�4" FIE�°OwN s=,72E?1°-E 8'-0" 12'-O" Rmr Lr+E La° 1�
1r 2'GRADE 5 FLOOR Ou°a°
01.1 WIRMBM-•ASnfAS _
I/2'.3"(•U%f0 LB.)roxcRflc s/e'.b-cwTN AHO,11 6'-O" 1Y-0 noon wE Lao
CYSTWc•'CONCRETE WEDGE ANCHOR NIM U-CHANNEL w sm[FOR BEM1/ENT. .
IttP[s) FIE sT.l[Fon RocK/cORAt TABLE 1B - 140C "PATS'°w wulJ.M1ro0.Roo w•
uB.-PD,auGOR.D
EX-••ccNCRnE °Prwx•L swvom PAD IP.T wa°D. ANCHORING TO CONCRETE yU2�xE PR°nrnoN USAGE
MAXIMUM ANCHOR
CONCRETC.-A OR PAD)DSM ED WIDTH SPACING U:AXE SHELRR USAGE
Al B'-O'wX. rDaAGC
.M, x 24'-0" 4!-O" AGWR[ REVISIONS r uTs
20'-0" 5'-0'• REV I DESCRIPTON DATE BY
AutnDIL.DDL io/tale N
TE-DOWN STRAP BOLTED THOU 5•-0" WP[2e Er 2/t0/1•
•sOl[PNIC IwNRALLY ROOR-ST wnn 1/2-GRADE! .•STP 12 ON B'MOE OR I.M. •oPLO GAL rD'tAwlw •/tJ/t•
1/2'.s'l•,Oro Lel coxcRtrz ouwa[w000 of P R .STP/2 ON W ME OR LEss'< BELT u.."wnn wASHE. (µi�.B R()•.6 P.T.STP 12 wD5 14•_p^ 6'-0" .DNR.aE n a Ma.w9 None aBOn•
(U• uR
ocE ANDLoa 11
WITH 2'•ASNCR (().ELBSEIw+e[inP. scr sXms (MFF k BOLT OR 2)TAG Bal) ELSEICAN BE Sfl ON GROUND). a
- �4" vwn un
1D-Dowx slwP OR Jne. 12'-0"
ruvANR[D sEEI NITRE s/e•.b•EARMH Ax X
(sa wi[s) wnH FIE HOLE:...ME 10'-0" 6'-6" Om.n er.
oProw.F,,Mx O /2'.J"HA00 1)[ON[PLR FOR Shc/Cui,WM SITI[ RN MTB
roKME rOUNDATUN DOE ANCHOR Wnn 2'•ASnER FOR wx/cowt
�8" 1 • 66Tw°.'CE.ROC OR OPDOw1 6'-0^ 12'-T N A
CONCRETE SLPPORT PAD(PAT.wVOD.COu[Rn[
BLCCR OA PAD)SPK[D Ai D'-0'NN. TABLE 1 C-165D 175C MARK BDILDERs
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHDR
SPACING
2'ME 11 GAGE STEEL t'
--B1a.:KEI TIE-DDwn STRAP 1D-BElrx STRAP 24-0" 3-6'
B0D(G 1HRU FIOOR JISi Il ...STP/2 ON B'DUDE OR ILSS () •.SN/2 ON B'•IDC OR RSS (SCC HORS) (1)...Sw/3 OH B'WDC OR lCAS.
WRHWI/�wRwDC 5 BOLT lµ)2.B°R II.E.."
)..6 P.i.S'P/2 AADS ID-DOWN STRAP BOOED i0 (2)2.5 OR(l)•.B P.l.VP 12 SO" ill 2.0°R(1)48 P.T.ATP f]E.K..
Ci I MIH wA5[M RSC(r.VY B[Sfl Ox GRJIINDI. GROUND ANCHOR MRN 1/2' ALL LLSCItAN(IDE
Sfl ON GRaIND). [LSCIGWt BE SET ON DROVND). 2O•-D" 4-0"
O_E 5 Bal MiMwu WITH(NN k{ TOR 21VL Bal) RS ALlD COMiNWUS AHD 12-DOWN WRA➢p2IiDR TO Eg
ATTACHED To cnouxD ANCHOR ArrcwR wrtH 1/2'GRADE 16•-0"
ON OPIMBE SDE BOLT uIMMUN wnn WASHERS
L.1 -1/]".3� LB.)GONCPRC - 5/0'.b'EARTn ANCHOR: 5/e'.b'FARM AXCIDP: 14'-0" 5-6"
LLI .'JrtaE A;KH, 2••.NSRRER I;,. MIG[R STYIE FOR SOIVCNT, 1•`1 RALGER M'SmELFON°RDCX/COwt '''" \
J . °RHE srru roR Roc•/cowl )2'_p" 7'-0" \\\\Ew T'
7 z \\ ,.••............... ��i��
IXmIND I-CONCRnE OR swroRT ovrDNu swrom PAD(P.1.WODD, g KENS
Lu �t EXrsTBw.•cONc2nE D L C '%
(� ,ul I PAD)ISPK[D ego wzB<acK oa AT.o MAIL oR P.0)YKm 6•_O- r i
Lu TIE-DOWN DETAILS 6'-D" If-O'
G!
l 224 jr
�
TIE-DOWN NOTES' z
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 0' S •?,`
2. ALL MEASUREMENTS ARE CENTER-IO-CENTER. '
]. ME-DOWN STRAPS TO BE MOUMUY/-1"•0.035'GALVANIZED STEEL,FEDERAL SPECIFICATIONS OOS-781-H,TYPE-1.FINISH-B,GRADE-1. ME-DDWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,7}5 LB.WNILNY ULTINTE CAPACITY(3.150 LB..1.5). _ �],1t STATE
1. ALL FAIRTH ANCHORS SHILL LUV[A YINIMUN 1,]00 LB.CAPKIIT. E •�`
5. EARTH ANCHORS LOCATED L EACH MINIMU A4.300 L 16'FROM END(1 NIRDMUM PER BUILDING).AND SPACED AS PER TABLE 2A.B,C DEPENDING ON SHED WIDTH,WIND SPEED.AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. U %�[�S. 0 R 1D
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDWG ON SHED WIDTH.WIND SPEED,AND EXPOSURE. z ,� ` ........... G S
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 1•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
B. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF(IMP.) Q ���/.S/0 N A L F'�\\\
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONNNCTION PROWOED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOO EACH ANCHOR TYPE. '//III I I\\\`
_
10.GO BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLNER IECHNOLGIES.INC.MODELNOMCBT•O71CB2 OR EOUNALEND w
T.11.HOLLOW OR SOLID CONCRETE BLOCKS(8'.8-A 187 fI011O0 Lie, 6ANY BE STACKED ON PADS FOR HIGH SETS UP TO 1B•WITHOUT REINFORCING. (- MOIIDew e ,161608
P,C.
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