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4- THIS BUILDING IS NOT APPROVED FOR HVHZ
I ''C' r sT+TOP LINE ENGINEERING 4LC
._T41_.'w R 7L L P,7GT61E€,L�� ....
T iW+illiam E.Neary,III
SIVI I SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 coo WFORMATION
BOX RIRF
B ALUMINUM DESIGN PRESSURES Coop rCasv"
— ST GAUGE STEEL AG PANEL ROOFt41.7/-141. 4 elaD"mnrt
- STANDING SEAM STEEL WALLS/DOORS/WINDOWS+48.8/-43.9 Baa PTM icrrox °„'
- ASPHALT SHIGLES rIx wovREssoN srstt" N°<
DCUPNICT fmKt
50'-D" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF rua"ralt"MEN orWERS
B.LC<mD SPEC.
[noswt o
E.I.SAr Drnosm
PnDRwc MUM COIWICK,
j waWf_t MTOR i.n a
Rao!DEAD cow lore
M,W[- -n lea"roto lew
L 14 7500.DEAD lawtaro
VAULTED 1 VAULTED rLoat lMC LWnon
SLOPE SLOPE 'R'arn"o DI ou tton Root W.
NDWt[B KII Wu
NRNnUNC rRORCICN IISrD[
NCMNGN[-11.alwa W
i u—C roff o nr mn.o.cm
REVISIONS
I REV I DESCRPTON I DATE I BY
I L
SLOPE
DARD
OO
a _._
MTB
STA DARD IRIDG — ,Dnsn�
N/A
O � LB-S-LBE-2000
3.5" 20GA.
METAL FRAMI
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END WAUIL TRUSS END WALL TRUSS—/'
RUSS
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I-OPTIONAL PORCH-4' OR 6'-I RAFTERS ARE IN—LINE WITH WALL STUDS ROOFFRAMING PLAN FOR CONTINUOUS �lr
STATE
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LL Yaltnew T.Bolden P.C.
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2019-04-03 TOPLINE ENGINEERING APPROVAL PLAN #43450, Of OF 7
t THIS BUILDING IS NOTAPPROVED FOR HVHZ
uh
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TERS
_ PANHEAD SCREWS WITH R3 DRILL
POINT AT 6' D.C. CODE INFOR ION
CODE v[NSgNAlp
BLODINO 1EK u1v
tm[
Gab R lqu 1rR v-t
PIG[ [CilOx NM
PIA[SU>PMSSgN 161[M NOq
3.5"-20GA METAL COLLAR TIE, 4'-0' 2.5"x.5' CORRUGATED ROOF PANELS oa:Lvrxn s+Yw
LONG ATTACHED WITH (2) #10 SELF FASTENED WITH .25'-1405` HWH SEE ROOF FRAMING •LLRR.uc NwmrA Rr YOPgs
DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6'O.C. SCHEDULE FOR RAFTER AND e,yE.wgsP[m •--Pm,.^
BRACING SPACING au°sURE °
[NCLOME rvaGELP
N O—PuswOz CO[rrue qY
4GORYNCE mm t.e
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ruo vA LON Inver
SPACED AT 16. O.0 MAX. w rtrac Gr NLLL qoN R00r vL
vL
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NYmwrt AnortnaL RG•EE w
nwww,c Ge[LrcA LANCE Na
SEE ROOF FRAMINGT S° c row ro Gq.n.RN LEY
SCHEDULE FOR RAFTER AND REMSIONS
BRACING SPACING REV DESCRIPTON DATE BY
OVERHANG OPTION DETAIL
- 3.5"-20CA METAL STUDS,
SPACED AT 24' O.0 MAX,
a 3.5"BRACE AT 3'-O" 10/15/17
ATTACH
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10 N/A
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGEpp'°ei LB-S-LBE-20DD
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SHEATHING FASTENED W/ UJ >n':a:MN°wNm ,,,aLN.,tw•tw,
(/8x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TOf0"m"'°011'""`"':`°P�^•L
EQUAL)AT 6. O.C. TOP PLATE OF WALL FRAMING LQ i Mori"iowori:NnP:o��i.LwiN Lgnim"
WITH BUILDEX 10-16X1 TERS GRR+sNNELrrN.rNww,NsucL,w
_ PANHEAD SCREWS WITH #3 DRILL r'°.""rm"Lo°ADeLx"vmP'0°f°«°.`'u.+ra.owo..w.gr
POINT AT 6' O.C.
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VARIES. 6'-0' TO Ln
SEE ROOF FRAM
ING
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L
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_A.�L'TOt'_LINEENGINEERING'W I F- {�! N •
—L`�t; i CT L Il:-R, - (n ���'•r7C
William E.Nealy,III SPACCEDED AAT 3. METAL STUDS I ![ f
T 16' O.0 MAX, { f�
SMP•51,SMI-79,ICC 5185040 N O' SATEe�`�
10649 Oakview Pointe Terrace -•I �i Fq D R 10 P 2��
Gotha,Florida 34734 Q i FS ' ••.•...
OVERHANG OPTION DETAIL LL MUM'T.
Bold"'P,E.
o Pb6°R License 64608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. B^E°E FBPR-2 OF 7
Y THIS BUILDING IS NOT APPROVED FOR ----
T,.L TQS_L NG EE R�
I, L_LC
—3`'"L--3 li TUIULE Ih7[k'-
WALL SHEATHING OPTIONS: William E.Neary,III CODE INFORMATION
BOX RIB ALUMINUM C=M4°"
SMP-51,SMI-79,ICC 5185040 M 1
TWIN RIB ALUMINUM 111.5-"K
DUTCH LAPSIDING ALUMINUM 10649OakviewPointe Terrace N., aaenuem»M1K
SECURED WITH DUTCH LAPSIDING STEEL SIDING Gotha,Florida 34734 rc[Pmtcatloc w[
29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) ruxswPxssR»[s[« »oe
«c
(2)H3 OR EQUAL «t� s,.-..
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�" T-11 1 WOOD SIDING ewc pt crab
[oa«
DOUBLE 3.5" 20GA. - HARDIE PANEL STUCCO AND T-111 SIDING �aVA[ �msm
- HARDIE BOARD SIDING 3.5" 20GA. STEEL wrcRw r.cswRc a«na[»1 0...
STEEL TOP PLATE - POLYCARBONATE GREENHOUSE PANELS TOP PLATE IR`wrNI [ p ADov
END WALL Rwr we
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/ FOR
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REVISIONS
REV DESCR�TON
4x4 P.T. POST
/ I
3.5" 21GA. STEE BRACE (2)
x/10 SE TAPPIN SCREWS EACH —
E (1 INTO EACH F GE) / / / / -Sir—
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irN/A
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END WALL p w. .RR...».w�a.
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(2 MITEK OR PINE 3.5" 20G STEEL SOLE PLATE
) ALN '1=70=1—',a."a"
3"x5" OR EQUAL STUJJ ®16" . MAX. FLOOR FRAMING g 1e
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STANDARD WALL DETAIL 5 r=�;
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FBPR-3 OF 7
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. p Ln
SRT
THIS BUILDING IS NOT APPROVED FOR HVHZ
�•..F[�.'' Tor�INEf.NGINE RINGI_LLC W ""
1'?. ST LUCT RAI.[N IA(EIL4
William E.Neary,III
SMP-51,SMI-79,1005185040 CODE INFORMATION
ecor PANELS rA51[N[D 10649 Oakview Pointe Terrace ROOF NNILs FASTENED COOL A;ua;N
Min.t5--14.15'Nw. +N u 1AM auu><H,xi.N
tRA.A/+Ate oc Gotha,Florida 34734 TR.../1•*e•Dc. 0=1.wr
0N51-10.HPE .-.
FIRE%OILLTION Apt
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T• pK S,
aAE Y)eueL
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TV .001 DEAD LOAD
V RUO!DIAD LAAO EOMI
3`8R1CI q 3
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ABOYC fwSN[O rLDOR. ATTACH EACH ENC 10 STUDS w/(7) •1fOv[rgOSNEO iL00R, •NLN EACH(1) TO STL02 w/(7) rLOM D[AO LOLO terLr
•IGCn TO fKn S1u0•/171/10 f10 SCRGS.(11 IMO EACH PLANDIE Ail•CN 10 GC.sTIA w/1�1 1t0 il0 sClutrrs,(1)t11io r/LN r1ANOC
SRF DRnYNG GOA BER RCwS. g KV DRILLING WABBLi EwS rU(Nk LNL LEND 1-1
(1)IWO CACH FLANGE 9 to wo EACH rLAA=
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SOLNRC rwAu !04071.04 LM
REVISIONS
5.!' St[tL � 9•!aa [L REV ,__ OEBCRIPTON DATE 8Y
IYDS w19' .,NAL STIRS la'O.C. —
IO.175 F.r.G• •N[Gl[CTING SLOPE A&OCONO 10.179 l.Fi.•
(NGM et FNDQUH ED)
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END WALL FRAMING OPTIONN rnR AD «. END WALL FRAMING OPTION TO/ts/T7
wie Bv°ra•.rn ay... ..�
— N/A
ROOT Pwm rASTENto ROOF KNE FASTENED LB-S-LBE-2000
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AlTA:H TO EACH stub w/t71 110 f10 SCP[w5,I1j HID fAM IuxO[ AIIACN TO GCN 6TIA w/Z 110 Ito SCRLwi(1)IMO GCM rw,GL w MNn�n�tuC Lwo�uw.wENw
SIV DfiLYNG 4488[0.KRC.S. tLV DRLLVlG CMBO[R SCP[nA N Nous ullweAwen
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Witt—T.Baldwin P.E.
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. ,zy, —1: FBPR-4 OF 7
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SKID RUNNER SPACING* THIS BUILDING IS NOT APPROVED FOR HVHZ
UNDER 30' LENGTH
SHED WIDTH A B
6'-0" 15' 42" Tom_....
c.. F� CINF.R1, 1.LC
18' 60" - R " ..NG INEfRS
William E.Neary,III
10'-0" 18' 84" 6'-0" 2"x4" SMP-51,SMI-79,ICC 5185040
24' 84" tar r<psoN CODE INFORMATION
6•-1" TO 11'-8" 2"x 6" - , - ,
> 11'-8" 2"x8" 10649OakviewPointeTerrace B""D�TMr[ "°�"0t�'�•<
11'_6.• 28" 84" Gotha,Florida?WS4
fin P"T[Cf,tN .tK
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE rlsspwp[ssnN ns a "uA
36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUALPl r,^�
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND .uoR puus[p or s,onss I
13'-8" 40' 84" ARE INTERCHANGEABLE. t roswr sP[m o.poo.�
[Ac[oun[ r.msm
'VALUES ARE FROM END OF JOIST 'FLOOR SHEATHING SECURED WITH -
MIR,MI Pp[SSM[tDlfnC[N
TO CENTERS OF SKIDS ONLY, 2J'XO.113' NAIL (OR EQUAL) 0 6"O.C. MAX mpwu r�Attpop - adv u
so'—o" MAX. poor IN[NAp role n aoo.ro,n uro
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REVISIONS
REV DESCRPTON DATE BY
M -
ome; 10/15/17
N/A
R'•"' LB-S-LBC-2000
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It
FOR SIZES OPTIONAL PORCH
Matthew 7.B.IE,.ln P.E.
O nerd.Uceoee wBOB
202- SKID FLOOR FRAMING PLAN LAN #43450. = 0 5hte1 F8PR-5 OF 7
I
SKID RUNNER SPACING* SKID RUNNER SPACING'
UNDER 30' LENGTH WIQTu 30' LENGTH AND GREATER
SHED WIDTH A B 6'-D' 2"x 4" SHED WIDTH A 8 1w c
6.-1" TO 11'-8" 2"x6" E�hle4a..CN"`
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6•_p 15" 42' > 11'-B" 2"x8" 6•-0" 12" 24' SMF.5l.5M1:5,ICC 51$4010
60" 8'-D" 16" 32' rlmo.�aTwrel.
NOTE: JOISTS CAN BE EITHER �2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL20" ao' Coo INFORM ION
10'-0'
18 84DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND 10'-0" car AlWN
P4" 84•• ARE INTERCHANGEABLE. 11•-O" 22" 44" '"•'""°O1•"`Nr
Du[Dlrm Trrc
28" 84" 11'-8" 24" 46" ~ r1N Pon lIO"In .pae
rIN:SLMK&SION ImUm unit
36" 84" 13'-0" 26" 52" DauP.x, caaa
-FLOOR SHEATHING SECURED WITH ua.a[Nne[R or Mo[rts
13'-8" 40' 84" 2%0.113' NAIL (OR EQUAL) m 6"O.C. MAX 13'-8" 28" 56"
cwlownc nnouo
-VALUES ARE FROM END OF JOIST 'VALUES ARE FROM END OF JOST nl[RWL PFESSIME carr"m .r•e..e
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY, n wa r F-0. r.d
RoofDMD IzNoRwr VE \W
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REVISIONS
Q Q REV DESCRIPTON
MTB ....,.
° 10/15/17
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LB-5-LBE-200D
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A
SCHEDULE FOR SIZES OPTIONAL PORCH
Moths"T.B¢Id•n P.C.
O Flo/da U.M Ba608
THIS BUILDING IS NOT APPROVED FOR HVHZ 2 & 3 SKID FLOOR FRAMING PLAN LAN #43450. . S eet: FBPR-6 OF 7
THIS BUILDING IS NOT APPROVED FOR HVHZ
FL ."TRI I NOT S• LOU
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f.ALL WIRE TO BE j} N THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2614 EDITION. .fpjJO�l�is�$'S
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 11"-18- A.F.G.; MAXIMUM 8 RECEPTACLES,
8.ALL SWITCHES TO BE AT 48'-52"A.F.G.
7,FLUORESCENT 8c LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B.ALL OUTLETS TO BE GFCS COOf NFOR an ION
9.THE MAIN ELECTRICAL PANEL. FEEDERS. POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS. OVER CURRENT W41---Pw,°.,°"""
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED,AND SUEUECT TO LOCAL APPROVAL.
,y auw,w t+e[
WINDOW HEIGHT. LOCATION rm�[rxmtrnox� .«-6,c
AND QUANTITY MAY VARY rw[swan[ssaN sst[« «u[
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3.5" METAL STUDS w:,w,u4t uau[c usc[ w
SPACED AT 24-
240V
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OPTIONAL ELECTRIC TO EACH UNIT J_ ww--8
INGyL4C WILL BE FIELD CONNECTED FROM
FfTk ERS EXISTING POWER SOURCEWilliam E.Keary,III w SpTAor'41
SMP-51,SMI-79,ICC 5185040 ;io, fiLORtO
10649 Oakview Pointe Terrace 0'-0" MAXIMUM BUILDING LENGTHJ 1i�Fs'+ `�
Gotha,Florida 34734 v �fl7j���0 ���
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND OL CATIONS MAY VARY
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2019-04-03 70P UNE ENG NEERING APPROVAL PLAN#43450. C w s"�" FBPR-7 OF 7
O Alt. HiITIifIIe
X11! 1}APIIII 111 PII II 11 11( �)1 q Rif 11/1 jt
DE-DOWN STRAP
TIE-DOWN STRAP BOLTED THOU (i}4w SYP W2 ON B'AIDE OR LESS t(
FLOOR J027 WRN 1/2'GRADE 6 (SEE NOTES) (2)2.0 OR(1)4.6 I.T.SYP N2 SKIDS TIV/) 1} .. .,. .. .
4.,MY XHNOAUM WFTH ASI, ALL ELSC(CAN B[SCT ON GROUND). TYPE 2A�
nt-DOWN STRAP eOLTEa to TTP, TYPE 1
3 ANCHOR WITH 1/2'GRADE 6 3D'ORNE 30'AUGER ...
".
ff2'WS`(4066 10.)CONCRETE 6047 NIMMUM WITH WASHERS FOR ROCK/COAAi fORASG4%tt4T ZU i IU 24 C) 1 11 I A I..{I.I I n 13.'�Ii
1
WCOGC ANCYO.IR WITH WASHER _ t1 /}
1/0`r3`((400 LB.)CONCRETE AIJI'I 11 X
• wtaGE.wc++DRwrtHu-CPA NNEL .,' Op TAf31_L c)�. - ��)(. ,_.I i IIJI 11;} IlrIll I:LlI.
4 TYPE 3 TYPE 28 30" AUGER ANCHOR SPACING,IN !:04:1) WIDIN ....
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EXISTING 4"CONCRETE EONCOCTE SO'AUGER MAXIMUM ANTIIUII - ,. 1 Af ill CODE 1
ANCHOR AOR SHED WIDTH
EXISTING 4'CONCRETE WRN EXPANSION SPACING j4',..{} )I 1_i CODE vERStON
BOLT FOR SOIL/CUT MANUFACTURERTYPICAL ANC HdR TYPES UP TO 24'-0" 10'-0" 11 BUILDING TYPE
CONSTRUCTION ttP[
F79E PROTECTION
FIRE SUPPACSSON SYSTEM
14-Q' t1'it OCCUPANCT
TIE-DOWN STRAP BOLTED THOU 12'-0" � .,,)'.�I'i' ALLOWABLE NUMBER OF STORIES
FLOOR JOIST WON 1/2»CRAOE S (t J•4 SYP 62 ON S."DE OR LESS. (1)4.4 STP/2 ON 6'WIDE OR LCSS. _,.,
244 SOLE PLATE(NATURALLY BUT MINIMUM WITH WASHERS (2 2.6 OR(1)4.6 P.T.SYP/2 SKIDS (2)246 OR(1)4.6 P.T,STP/2 SKIDS PASIt WIND SPEtD
1/2-.3"(4,000 LB.)CONCRETE DURABLE WOOD OR P.T.) (NUT&BOLT OR LAG BOLT) Mt ELSE(CAN BE SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND), 10'-Q IU'•'1'i•
ED IF C%POSUA[
WEDGE ANCHOR WITH 2'WASHER TTE-DOWN
WON I.)$TRAP 1.u."C MA 15 ENCLOSURE
4" TI(-O:CN STRAP BOLTED 10 TYPE $'-Q• 1/•.,.()..
3 ANCHOR WITH 1/2'GRADE S INTERNAL PRESSURE COEFF411
GADO 4,--_-„"-4 - UGLY IARKMUM WITH WASHCRS IMPORTANCE FACTOR
It4I, 5/B'N 30"EARTH ANCHON: Eli-Q" 12'•
_-_.-- _" - t/1'.3"(4.006 t0.}C6NCRCTE I`(I
WEDGE ANCHOR WON U-CHANNEL II A t AUGER STILE FOR SOIL/CLAY. I,�. .. ROOF DEAD LOAD
EXISTING 4-CONCRETE (TYPE 3) r ORM STYLE FOR ROCK/CORAL . TAKE �p 1AI()I ROOF INE LONG
ANCHORING TO CON ld ll; FLOOR DEAD LOAD
EXISTING 4'CONCPCTE OPTIONAL SUPPORTPAO(P.1.WDOD, MAXIMUMAtJFLOOR INE LOAD
A"ClI11
C014RLTE BLOCK OR PAD)SPACED SHED WIDTH S
AT 8'-0"LAx, „ 'P"RATCKO OF WALLS,FLOOR,
24'-0" 4-U' MODULES PER BUILDING
.., HURRICANE PROTECTION USAGE
20'-0" 5-D" HURRICANE SHELTER USAGE
SOWRE FOOTAGE
m-DaYN STRAP BpLTED INRuT 16'-0" 5-6"
2d SOLE PUT[(N4NRIALLY FLOOR ISI WITH 1/2'CRADt 5 (1)4.4 SYP/2 ON B•WIDE OR LESS. R
1/2'.3'(4,000 LB.)CONCRETE (1)4.4 STP/2 DN B'MOE OR LESS. BOLI uw1MUM WITH wASHCRS (2)2.6 OO(1)4.6 P,T•SYP#2 SK REV DESC
WE ANCHOR WITH 2'WASH@ DURABLE WOOD OR Rt.) (2}2.6 OR(1)4.6 P.T.SYP/2 SK105 (MUT&BOLT OR 211AG BOLT) ALL ELSE(CAN BE SET ON GROUND). 14•-0" B,-0.. I ADDED MC 28µ4TH ANCH
v- 4" ALL ELSE(CAN BE SET ON 4RMN0)
•• -----.--a.--_ ITE-DOWN ST_RAP OR 3/16` 12,-0n 7'-6"• 2 ADDED 1'OP..EKR SMP,
GW,VAWZED STEEL CABLE
(SEE NOTES) 5/B'. 30'UATH ANCHOR 3 ADfsCD i/16-aLKKa[D
Wrtn nE Nou:.uatR mLc lb'-0" B'-6"
T/Y.3`(4,000 LER)CONCRLIC FOR__/CGT.ORNt S1YtE i 41 AMID NOTE 11 pl SMCX
. DPTIDNAI ROHfORCED IKy I+ 1
CONCRflL FOVNDATX)N WEDGE ANCHOR NRM 2'WASHER FOR BOCK/CORAL 8'-0" 12,-0„ 6 26ti iBt
EKISTING 4"CDNCRCiC OR OPIIOWL L.6'-0" 12'-0" Or4Wn 8F:
ONCRECE SUPPORT PAD(RT,WOOD,CONCRCIIE OMI;
BLOCK DR PAD)srAcco AT B'-D'RAX. TABLE-IC-1 65D 175
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOh Mn4nl:
SPACING
2'WIDE 11 GAGE STEEL'L'
RACKET Tit-DOWN STRAP
BDL1C0 THRU BOOR AIS' (I)4A4 STP Y2 ON S'WISE OR LESS. (1I 444`SYP'(2'ON:U'BIDE'DR_LCSS, TIE-DOWN STRAP 24'-0" 3'-8"
WITH 1/2'GRADC 5 001,7 (Z)7.6 DR(1)4.6 P,T.SYP I/2 SKI TIE-GOWN STRAP DOLLED TD _(2)-b6:OR(1)a.6 P,1.SYP-/2`514IDS^ (SEC NOTES) ..(1)4.4 STI'/2 ON U'WIDE OR LESS.
MOitMUM WITH
WASHERS 'ALL
ELSE(CAM BE SEF ON GROUND). OROU ND ANCHOR WITH 1/2" ALL ECSE(CAN BE-Srf ON GROUND). (2)'J.l,ON(1)4.6 P,1.STP 12 SKIDS 20'-0" 4'-0"
(NUT&DOLT OK 'UD BOLT) GRADt S BOLT MINIMUM wall All 1I It.(CAN UC SIT ON GROUND). _
29 WASHERS,ALSO CONTINUOUS AND T74- WN SIRAP BOLTED 10 nk
ATTACHED 10 GROUND ANCHOR GROUND AN OR WON 1/2-GRADE
C41 OPPOSITE 514E 5 BOLT IMMUM WON WASHERS
tf213'(4.000 L0.)CONCRETE :. 5/6'.30`EARTH ANCHOR: 4. 5/ .30'EARTH ANCHOR: .._,.."....I r...- °� 14'-0„
WEDGE ANCHOR WITH 2'WASHUi tj.r AUGER SME FOR SOitfCUT, I,.t AUGE STYLE FOR SOIL/CLAY, I.r.l
• a f
ORM mLE FOR ROCK/CORAL . , DRIVE TILE FOR ROCK/CORAL 12'-'0" 7,-0"
J..,_...............:......:...I.,mut,.._.,.....
EXISTING 4'CONCRETE E716TUJ0 4'CONCRETE OR SUPPORT /.... 1 d-0" V-U*
PAD_(P.T.-WOOD,CONCRETE BLOCK 04 CH•TIO/AI.'tlln'I'!III i'AIt(P.1.Hoon,
PAD)SPACED AT 5'-07_LAX. t'fud;tiEiC HIFAIK(MC PAD)SPACCO
AT ll'-0 MAK 8'-0"
TIE-DOWN DETAILS 61_0" 12•-0" z
I1E-�OW,N NOTES:
I. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. EL w P`••
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER.
W
3. TIE-GOWN STRAPS TO BE MINIMUM 1-)'K D.035`Gn4VAN12ED STEEL,FED .ATIONS OOS-761-H,TYPE-1,FINISH-B. GRADE_'TIE-DOWN STRAPS OR CABLE AND CONNCCIING IANIIWAHI: 10 ID1VIl A,'/2S Ill.MINIMIIM III.IIMATE CAPACITY (3,150 LB. K 1.5).
4, ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 I.B.CAPACITY. •�•.- +. -
5. EARTH ANCHORS LOCATED AT EACH CORNER.MAXIMUM 16'FROM END(4 MIMMUM PER BUILDING).AND SPAC f C DEPENDING ON SHED WIDTH. WIND SPEED,AND EXPOSURE, ANCIPIR-i telt N1101:1I ON CND$, - �• r
6. CONCRETE ANCHORS TA BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHCD WIDTH,WIND SPEED.AND EXPOSURE. Ix '"" •'
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4'COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE), r S
B. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF(TIP.)
B. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. ��O'•
10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED W17H APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC.MOD£LYOTICBI,OIL=OR EQUNAUENT) C.). ' T•'
( ) REINFORCING,
11.HOLLOW OR SOLID CONCRETE BLOCKS 8'KB'K16 MAY B STACKED ON PADS FOR HIGH SETS UP TO 48`WRHOUi REINFORCING
/t
LCA
I--
(f}
Sheet:
--� TOP LINE ENGINEERING
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 pectfuliv,
William E. Neary,r1l
Business Partner
Topline Engineering, LLC
BILL.TLE@vahoo.com
10649 Oakview Pointe Terrace• Gotha FL 34734• Phone(407)421-4037• Projects.TLE@yahoo-com
FL Certificate of Authorization 31785
f
Ti
.. F�
d15
a • - ,.
t�,j��rtment.of Business FLA tvlanufacturedBuildingProgram
4u L'YOfessLona�Regulation 2601 Blair Stone Road
Tallahassee,Florida 32399-0772-
Phone:
850.487.182.4•Fax 850.414.8435
Halsey Beshears, Secretary Ron DeSantis, Governor
June 28, 2019
Robert Moore
Lark Builders, Inc.
P.O.Drawer 629
Vidalia, GA 30475
RE: Manufacturer Certification, ID MFT-114; Expiration Date: June 28, 2022
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 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 (U+vJw�fli ridabuild M..arg) 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 -wvvvy.flondabuLdi
ftUg.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for focal
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC