HomeMy WebLinkAboutEngineering Flonda
p2�p8(Ifn flit 0 81151t12S5 FLA Manufactu d,11,q ld�ng Program%
r 2&0181air Stone Road
' RFR6 eS51 final Ptell�dh011' Tallahassee Flonda32399-U772
Phone;`850 487.1824%Fax'850 414 8436;-
Halsey. Beshears, Secretary ,Ron DeSantis, Govemor
LFEB
]une,, 8,2019Robert Moore 7Lark Builders, Inc. Unxy Permitting
R.O:Drawer 629
Vidaila;GA 30475
RE:'Manufacturer Certification;_ID MFF-114;,Expiration Date;June 28,2.622
Dear Robert`Moore -
It is my pleasure-to inform you that-Lark Builders; Inc:,located at 409:DIXON STREET,P'Q
DRAWER 629.;VIDALIA,-.GA.30475;has.been approved.under'the Manufactured Buildings
Program,.as provided for under..`Chapter$ 3,1?arti I, Flor(da Statutes, to mahufacture Factory
Built Schoois;:Storage Sheds;Manufactured Buildings•for Installation in Florida.
Constructioh or modincatiorf`oh a manufactured buildiog'.cannot begin until:the'Thlyd Party
Agency has approved=the:plans In.accordance with the current Florida Building Code'..Your7hird
Party Agency Is a contractor for'the Departtnert'and has statutory authority'and-responsibilities
that must, e'met to maintain approved.istatus.Yoq,may eXpect and demand quailty plans
review-and inspections.
Each Code change will make your plans obsolete until they havebeen reviewed,approved and
indicated[on the:cover page of the pians].for compliance with the Code by,your Third Party.
Agency-fon plans review. Please ensure that your.plans are;in compliance and are properly
posted on our.website:All site-related`installation'issues`a're subjectYo the local authority
having jurisdiction.
The DeparEmen.t's.contractor will make t ilannounced moniforing.visits at.least.nce.each`year.
You,must grant complete access to your.manufacturing facility anis 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 (viivinr floritlabuildma.ora)for online:rdneWak.IfyoU have questions
you may contact Robert Lorenzo atz850`417=1835 or�ourF—at B50414-8.436'.
Please visit our,website at wvwfloridabulidino.orQ;.to see valuable Information on the Florida
Manufactured Buildings Prograr_n;A copy.of this 7etterrmustkaecompan.y applications'for local
building�permits.
Sincerely,
Robert Lorenzo
N4anufacfured78uildings Program
cc:Top Gine Engineering, LL-C.
- o
TOP LINE ENGINEERINGp 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 (NEPA-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
T,HIS,BLIILDING IS NOT APPROVED FOR:HVHZy
� = ...
_Aor
TOP L1NE ENGINEERING LLC F tf+
STRUCTURAL ENGINEERS CCC\ \e
William E.Neary,III T�
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION
— BOX RIB ALUMINUM DESIGN PRESSURES mocM=
— 29 GAUGE STEEL AG PANEL ROOF+41.7 —141. K
— STANDING SEAM STEEL SON:1m�roN1sE •-e
— ASPHALT SHIGLES WALLS/DOORS/WINDOWS+48.8/-43.9 I EWEPIWEORON .oK
EWE SUPPR6510N STSEEN If�E
OOOWMICY
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF Nerve 0E somas
FAPoSYRF
EXf:LOSI.QIE
MEm41 PR[SSUR[DO[FO[iENE ./-OIN
OfONLwOE EADIDR
ROOT OFM IOID
R00!lrv[t61D fOP9 a OOo.Pon IMO
I BOON OfiD lOM
VAULTED VAULTED NOON lWE EMD
SLOPE SLOPE w wim or. m6R.ROM WA
NOOUI6 PER RUlpNO
NlW1OOAEd PROIECIDN IIS/.R
NORPo(ANE SEffLTER IIS/.R
IQ SOUWE fOOiiR£ ,sWn.aA Iss
i REVISIONS'
REV DESCRIPTON I DATE I BY
� JSTAN—D
I SLOPE
DO I Q
Dolt 10/15/17
STA DARD !RIDGE
N/A
p LB-S-LBE-200D
3.5" 20GA.
to n
METAL FRAMI
V)
® 16" OC
of X. STANDARD w
jSLOPE > meRno >wau>vi
Q
END WA1. TRUSS END WAL ITRUSSx:" .mM
x
m ,.
w
Y) tt%tu 111
J ��.� M•�TCENSC
w :e `
w
—OPTIONAL PORCH-4' OR 6'—I RAFTERS ARE IN—LINE WITH WALL STUDS 8
FOR CONTINUOUS LOAD TRANSFER PATH
ROOF FRAMING PLAN =_
STATE °
� ORIDN
O .....„
NA
140tth0.T.801d.in P.E.
O Florida License 064608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. n Sh— FBPR-1 OF 7
LTHIS BUILDING I&NOT-APPROVED'FOR;HVHZ
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
_
- __-- POINT AT 6" D.C. CODE INFORIMTION
--_ CW[KRSgx _
-_ euwd'MIURFA Vn saRfR rf'.,[c
_ MID-TIK
cObrR.cnOx TtPE
FR RRotccrmx
Fw sUPPRESLOx 6YSIEu ,a,x
3.5"-20GA METAL COLLAR TIE. 4'-0" 2.5"x.5" CORRUGATED ROOF PANELS µOY
LONG ATTACHED WITH (2) #10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING �O of sORics
DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6"O.C. SCHEDULE FOR RAFTER AND
R
BRACING SPACING ECR°sORc
ExcwssaE nnosm
RrtEnxs RREssu.e eaTrra,rr .i-n,e
.d K—E Fn R
ROOF OrAO 1n0
ROor w[LanO �coe rorr uro
3.5-20GA METAL STUDS HOOK°UD 10'0 10P3r n
SPACED AT 16"O.0 MAX. nam u+E Sao ,mr
�•Rnnrc Or xuss.node ReeF W
.Oona Fu eusgxc
xuweuxc
—N us t
Hllkb(.NS 514TER.S.ff q
SEE ROOF FRAMING se...ac Foorux nR sort o.eas
SCHEDULE FOR RAFTER AND REVISIONS
BRACING SPACING REV I DESCRIPTON I DATE I BY
OVERHANG OPTION DETAIL
3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
x
MIB
3 3.5" BRACE AT 3'-0" I»
ABOVE FINISHED FLOOR, 10/15/17
o _ ATTACH TO EACH STUD W/(2) #10 N/A
SELF DRILLING GRABBER SCREWS. LB-S-LBE-200D
(1) INTO EACH FLANGE
SHEATHING FASTENED W/ LLJ """" �•�
#8x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO
EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING W
WITH BUILDEX 10-16X1 TEKS x......
PANHEAD SCREWS WITH #3 DRILL X
POINT AT 6' O.C. 0
Of
--- W
--- -----------
--------
VARIES, 6'-0"TO 13'-8" - -
SEE ROOF FRAMING (Z �\\II
FRAME SECTION SCHEDULE FORBRARAFTER AND
SPACING ���EW"T"^Bq(//��
-i ���1:' %CENSE 0���
W Qr i
_40i`TOP LINE ENGINEERING.LLC W /WN ..ENGINEERS '3.5-20GA METAL STUDSD
William E.Neary,III SPACED AT 16" O.0 MAX. I STATE Of
SMP-51,SM1-79,ICC 5185040 0 '•., �oRIDP ;+'���
10649 0akview Pointe Terrace �
Q ��� „ G�`�
Gotha,Florida 34734 w // S/0 N A t E\���`
0 ////III III\\\\\
OVERHANG OPTION DETAIL L, L1.1tne.T.B.Id.in P.E.
0 Florid.U.— 0646DB
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. t FSPR-2
S^tt1° OF 7
iTH IS;BU ILDI NG=IS°NOT"APPROVED;F„OR:,HVHZf'
1
TOP LINE ENGINEERING.LLC
STRUCTURAL ENGINEERS
WALL SHEATHING OPTIONS: CODE INFORMATION
- BOX RIB ALUMINUM William E.Neary,III r
- TWIN RIB ALUMINUM
SMP-51,SMI-79,ICC 5185040
DUTCH LAPSIDING ALUMINUM 10649OakviewPointe Terrace
�'o
DUTCH LAPSIDING STEEL SIDING Gotha,Florida 34734
SECURED WITH rorc swPREssnx s*sE"
(2)H3 OR EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) Rure�oislaRa
- J" T-111 WOOD SIDING .amsPao
HARDIE PANEL STUCCO AND T-111 SIDING Exp$ `
ExowsEaE
DOUBLE 3.5" - HARDIE BOARD SIDING 3.5" 20GA. STEEL aarraeRr •1-a^
STEEL TOP PLAATETE - POLYCARBONATE GREENHOUSE PANELS TOP PLATE RRooro�`6m`�`a"o041.11
END WALL Roor v E ww a.aa^ra.e e a
nooe ouo Lo.o
noon ExE iao
/ / T•a me ore ROOK Rao, NA
MOWIES PER BNquG
No
/ / SOLLU2 FOOINIE ]a Salr.OP ILSS
REVISIONS
REV DESCRIPTON DATE BY
4x4 P.T. POST / / //
3.5" 2 GGA. STEE BRACE (2)
#10 SEIT TAPPINC SCREWS EACH-\
- E (1 INTO EACH F GE) / / // °� ID/15/17
N/A
LB—S—LBE-2DOD
2.0
W
x
END WALL O
M
3.5" 20GA. STEEL W
(2)MITEK OR ALPINE 3.5" 20GAj STEEL SOLE PLATE LD ...o.
STUJJ ®16" MAX. L
3"x5" OR EQUAL ., FLOOR FRAMING
LLJ
La
`````��►811 T 11��
—4'&6' OPTIONAL PORC I I �ICENSe�'•:0 �'
f N
r 50'-0" MAX. I .ibk
STANDARD WALL DETAIL 5
O
J �����.. FOO R 10 P \��`��
G �
Q
3: RaN^e.T.Bold.i.P.r
LJ Florida Li--#646Da
Ln
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. S^-1 FBPR-3 OF 7
::fHIS.BUILDING:13;NOT:AP,FROVED�'F,ORtHUHZ.z
T.O L'TOP LINE ENGINEERING LLC '`"^-«_—.._.
_AOL_
I STRUCTURAL ENGINEERS
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
ROOF PANELS FAST[x[D 10649 Oakview Pointe Terrace RODE PANELS FASTENED CODE voKpx " -;
MRM Rs•-11..75•IMMrrtx.IS•-11..75•IMM M) FACTUPER MAa awnxR rIC�
T-3XV1 AT 6'O.C. Gotha,Florida 34734 1RAv/1 AT 6.O.C. easDa TTP[
�_ z caNSTRuapN 1TPE r-e
1 s tsa- rwc PROIECTIOR
FAY wPPRLm.STSiEu
DawW,
T T A WrAB E NUMBER Or 510RIF5
6A�Lr�6� r<>�...
ExPOSIME
l CxCCOSURL DA1p5m
MEMML PRESSIM[COEETC¢NT ./-O.1•
3.5•BRACE AT 3'-0- 3.5-- WORTANCC FACTOR
]007 METAL BRMDIO, 15-BRACE AT 3'-D• ROOM DGD 10A0
ABOK fOasn[D BOOR. AT7,Cx GCH CMD TO STUDS r/(2) ABOVE FO D FLOOR. 3.5•-]MA MEEN BRACDG. ROOF Ln[tDAD apAsr sBPe PoN IO•D
A1fALM GCM EMD TO SEWS r/(]) rCOOR OUO COAG Imsr M
ARACn 10 GCM STUD r/(]7/1D /10 SCRLMS,(I)IMO GUI FLANGE ATFACM TO GCH 51UD r/(tj/10
cr�r ppDlpp GRABBER Y EMS, /10 YRErS,(1)IMO EACH MNOE ISspv
(t)INFO E—FLANGE SEW DRDEIND DTO M YREIIE. rt0011 lM 1r
NOl[�TNR PRA[IUG IC RfOturFT ON SpE (t)INTO GLM FUNGE � W1F•1HK FRA T'R.ATxO Dr—A RLOR RDK WA
e IDDM enrc OF �' DRUERI E e EB01x epES _ ORUFR) xWutES PFA BuadMO
NURRYANC PROIECIDN USAGE
J NURRAl,d S,EYIFA USAfE
SOUNS fOOTA(Y- - P 7Rft a1 trit
i REVISIONS 7
35- s1aL I 3 EEL REV DESCRIPTON DATE BY
016' WC 1
SEWS IB"D.C.
10.1]5 I.F.E.- •NEUEt:TIxG SCOPE G BL.— 10.1]3 U4.(M O BE REWIRED)
1 --v-M 6'-D-TO 13'-6- P v,R¢5.6'-0-TO 13'-B� Olmn B,:
MIB
END WALL FRAMING OPTION END WALL FRAMING OPTION °ac 10/15/17
r�F
N/A
ROOF PANELS FASTENED poor PAx[Ls rAST[NED LB-S-EBE-200D
MRN.]5•-11..75•TMH
TRAP/1 AT 6-O.G MM 23--11..73"MM
TRA1ot/1'AT 6-O.C. An
Q
TX arms®a sre Mm esmx rx
33•BRACE At 3'-0- -0'YAX 33•-]OG MET&6PKw0, 3.5•BMCE AT]'-D- ,-0• W m sxio mFo M
33'-]OI.A METAL BRM R
ABOVE FM ED FLOOR, ATTACH GCM END TO STUDS r/(2) AgfNE FwKHED BOOR, ATTACM GCM EW TO SNDS r/(2) uarmNaaxaAx,A•orTNe
A1iKH OH �r/(t) /IO=REVS.(1)INTO G.LII MxOE
ATTACH
TDRD GRABBER/])/10 .J /10 SCPEWS.(1)INTD GfJI MNG[ na Arrto nim Acar e�avlmnoravawA
(1)IMO EACH FLANGE i ND1r.THR RR:_ryx0 K RFDEInED Ox cpE (I 3 _ S a ron
1 INTO EMM FUNCC Vn1F,TMK PR•Siur.K 0- Moiaw�RaIsro�ieMiecln[mwaarp
u IS IBDTN cpF3 DF RxER) c u5 IBOIx SAES OF ORUFRI fDF
L 1H _� A. \.\CENSE
0.113 F.F.E.• I 8
F
TO 13'-B- 1 —V,Aas.6•-0.70 u'-8- C) ; STATE
END WALL FRAMING OPTION END WALL FRAMING OPTION g -i0�•, FLORIDP
\��`�
MOttNe+T.BOId P.E.
Q FI6FitlD Uce050 64606
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. t w s- FBPR-4 OF 7
SKID RUNNER SPACING* =THIS�BUILDING',IS',,NOTAP.PRO.V,EDFOR=HVHZ
UNDER 30' LENGTH r
SHED WIDTH A B
6'-0" 15" 42" J'70P LINE ENGINEERING LLC
16" so-
�, �TRUCIURAL ENGINEER$
WIDTH OIST SIZE- William E.Neary,III
10'-0" 16" 84" 6'-0" 2"x4" SMP-51,SMI-79,ICC SiHSO4O CoOE v[4sax CODE INFORMATIONI Y�
6'-1" TO 11'-8" 2"x 6" MWUAcM"
11'-0" 24" 84" > 11'-8" I 2"x8" 10649 Oakview Pointe Terrace xaa o 1rrE
26" 84" Gotha,Florida 34734 p..a
-NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE FK s,lro N sm W wa
13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 0CR '
nLLOwi.B1E xuNBtlt OF S10R[6
13'-8" 40" 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND VSaws4 F[ED
ARE INTERCHANGEABLE. D'F�
ENnoswE onosm
'VALUES ARE FROM END OF JOIST -FLOOR SHEATHING SECURED WITH P°l� 00EmiOR ";,.s
TO CENTERS OF SKIDS ONLY. w_nc +.
2'X0.113" NAIL (OR EQUAL) ® 6"O.C. MAX MF lrAo Eao ��
50'-0" MAX. nooc wo�ow own 000.row au
16 O.C. TYP. ' noon 04 L,N
,t•a 1,C or w neon lroar W.
,. taotna Em euLmxc
xlndeur¢FamEcrou usux
ewxnlunc seauEn uuri
- soNus roan¢
' so'1u n OR us
REVISIONS
REV I DESCRIPTION DATE SY
Q
o.,.n a,: MTB
oem 10/15/17
N/A
LB—S—LBE-200D
a,eaaemw
LLJ
- xnv.�mnwu�'ec unx
no
X
O
m
�Lj
.swam o.we
V)
%``WI T
W ����r•: U\CENSC�••:����
Q:' '• i i
U)
I �
JLJII� F— STATE
OFF .
(v
p A\*,--,. pORID
' c�
�
JOIST (DE RAIL SIZE, SEEOFRA FRAMING S.Y.P,.x#2 SKIDS 4;;0"
OR (2) P.T. 2x6 4'-0" OR 6'-0 g /�1001�� �t
SCHEDULE FOR SIZES OPTIONAL PORCH
C Matthew T.B,Id.in RE
Florid,License#64608
2 SKID FLOOR FRAMING PLAN t o Sheet: FBPR-5 OF 7
20 - LAN #43450.
SKID RUNNER SPACING* SKID RUNNER SPACING* ,
UNDER 30' LENGTH WIDIH 1 J015 30' LENGTH AND GREATER
SHED WIDTH A B 2"x4" SHED WIDTH A B
6'-1" TO 11'-8" 2-.6- Wflifam E.
II
6'-0" 15" 42" > 11'-8" 2"x8" 6'-0' 12" 24" SMP 1,SMi76,1=52as040
BLp^
si
18"' 60" 8'-D" 16" 32" c me cimiea303Maa
NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10'-0" 20" 40" CODE INFORMATION
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND coot resscx
24" Ba" ARE INTERCHANGEABLE. 11•_01. 22" aa"
C W2X wi.nRpp6,K,."�
eMowo 7mL
11'-B" 28" 84" 11'-8" 24" 46" comaunroHttrc a
rBc vxaMLcnox Ana
rw[wlroprssax sm[x
13'-0" 36" 84" 13'-0" 26" 52" orcLSANOs
'FLOOR SHEATHING SECURED WITH Auaaet nnera of sloniss
13'—B" 40" 84' 2'X0.113" NAIL (OR EQUAL) ® 6"O.C. MAX 13'-8" 28" 56"
M>tnowaL
•VALUES ARE FROM END OF JOIST 'VALUES ARE FROM END OF JOIST wMcxxu FxawxL com w ./-o.,•
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. FATAL r•��
Rmr0u0LMMII
50'-0" MAX. Minor uvL la0 mvs.e.rope...
noon ouo lo.o onr
16 O.C. TYP. noon yr a0 ;axr
'11'RAIVL or w Mdi AOOr WA
x0oma rER mnbwc
muaac+ra wrosrcrow usArs
euweGua s+uicx IeAcc
minx roawz - 'v son.a.+as
REVISIONS'
Q Q REV I DESCRIPTON DATE BY
�^ MT8
oe+r. 10/15/17
N/A
LB-S-LBE-200D
> raemm.mraerv.>w
m a
w
X
m13
�.
Li
o \\\\ANN T IIB
I
WLICENSE 0���
W Q: i
a _--. N 8
-i i STATE ;
L Q i�%FL ORIDN ;•d�����
JOIST IDE SIZERAIL SEE O FRAMING S.Y.P. #2 SKIDS 4'-0"
OR (2) P.T. 2x6 Ld
4'-0" OR 6'-0"� 0 ''''/ �!�1111f\�
SCHEDULE FOR SIZES OPTIONAL PORCH
� Nollh-T.8.11",P.E.
2 & 3 SKID FLOOR FRAMING PLAN . o Floreo uo��se saso6
TI91S BUILDING IS;NOhAP,P„ROVED FQR":HUHZ; FSPR-6 OF 7
2019-04-03 TOP LINE ENGINEERING APPROVAL LAN #43450. I� Sheet:
;T.HIS:BUILDING;IS;NOT-APP<ROVED=FOR'IVHZ
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
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 CODE INFORMATION
B.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. BMToom mm[
coNsixuclmN ttx
WINDOW HEIGHT, LOCATION r4Ma wr`wR[ssiox smrM ro,c
AND QUANTITY MAY VARY oaw,wcr
AND ARE OPTIONAL mio..mE Nwaza or d—
ans¢ewo sc[m vPENww,
[[restxE
ar[ow6[
wrzwuu Ke E coDRm[Nr
ELECTRICAL SYMBOL KEY Rwr°�"`°°
ROOF uv[MLD mrrr M YOe Pori LLrO
rE40P ttM LO.O
rwm
- / N•rtmrs ore nnaR Roor W.
RECEPTACLE / o �R NUWG.4:MM2C}ON IIS�GC
3.5' METAL STUDS ewa�N[s�ETec usxa
SPACED AT 24" SOi+"e i00f"`E 'N'°mn°"'n`
240V Q.C. MAX REVISIONS
REV DESCRIPTON DAZE BY
C240 RECEPTACLE
SINGLE POLE
SWITCH
MIB
THREE WAY M °` 10/15/17
R SWITCH I SEE VARIOUS END WALL \ SEE VARIOUS END WALL NSA
10 FRAMING SECTIONS FOR FRAMING SECTIONS FOR
WALL AND DOOR FRAMING WALL AND DOOR FRAMING w LB—s—LBE—z00D
CEILING MOUNT na
LIGHT FIXTURE W \ w
WALL MOUNT `> 0
LIGHT FIXTURE \ I DD
FLUORESCENT
w
LIGHT FIXTURE \ a s
Fil JUNCTION BOX
Lu
Lu T
,CENSE- lZ'*i
�Q•i• i
OPTIONAL ELECTRIC TO EACH UNIT J � STATE:• 8
,J^TOP LINE ENGINEERING.LLC WILL BE FIELD CONNECTED FROM ;
LLJ
`Z. STRUCTURAL ENGINEERS EXISTING POWER SOURCE H ;O:z
William E.Neary,III 0 oc, pIFO RIO P ��
5knview Pointe TerrI-79,ICC ace eo 0'-0" MAXIMUM BUILDING LENGTH
0649 O U /11111
Gotha,Florida 34734 c ������� t�����`
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY I— MOlthe T.Sold.in P.E.
U Fordo U« 64606
.. w
S^reT. FBPR-7 OF 7
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w
CEIVED DD_ TABLE 2A - 165S/17oG TABLE 26 - 140C w Lai*
AUGER ANCHOR SPACING 30`AUGER ANCHOR SPACING fV -
SHED WIDTH MAXIMUMSPA ANCHOR SHED WIDTH MA%IMUN IMG a -�,
¶ SPACING SPACING
T6:-Dowty sIRAw ear TxRu B 2 7 '�'� ((q.•.sro/z ox e•1rAE oR L[ss. V U,P;TO 16=0' 10•-0` UP TO 16'-0" 10'-0 - -
rLOOR UDur wrtn Vr s J• (SEE NOTES) (x)xm OR 0){.e P.r.sry/x sKIaR V CIl/ -
Bal NvmNW wrtN ALL TNSE(.W BE SET ON GROUND).
'm-OaNx S1PP Maim iO me tYPE 1 HYPE� J� 6- 20'-0' 6'-0' 16'-1•TO 24'-0 8'-0`
]ANCHOR wrtn VR•GMSC s So-DRIVE SO•Aww
"' (`°°° ,TM Do BD I NNN NM M.w5NEP5AHCTABLE 1 A - 120C
•wFOGE(44m L)c R 1 / fM ROCK N, FOR SOa/CUT ! J '-1`TQ 24'-0' 6•-0" CCM v[waow CODE INFO I
1 xµ.3• oO Le.>coxcRn[ I;; — ANCHORING TO CONCRETE wnMK1uR1R
N[DaE aHEn wrtn M-DPxNa TABLE 2C 120CNAXMUM ANCHOR p
- (TIPS 3) D- TYPE 3 TYPE 2B 30"AUGER ANCHOR SPACING SHED WIDTH SPACING BnmNla^Po
umuro Y cOxtlHR[ CMCHO�P �'A�w MAxINUM ANCHOR .e
[N6TNA P[OxCRRL WRHATNSION AHCnOR SHED WIDTH SPACING FIRE
11P[
FOR SO."'AT 24•-0" 6'-0" RE rRaTEcrox In[
TYPICAL ANCHOR TYPES UP TO 24'-0` 10'-0` 20'-0" 7'-0" DRE SUPRIT-1 snTEN
omPAwn
16'-0" 7'-6" NLAwAalc mnBER n na+rts
eAac.ao sPF[O �ovL .wn
' 14'-0" B'-0" 1xPoSUAE vD
n[-DON.STRAP BOLTED nwU 12'-0" 9'-6" �05YPC unarm
rLooIT Nan wax 1/r GRADE s `1 411 IP Ix ON°•'NIDE OR l[SS 1>{.{SR N ON 8'�WAC OR LC59. OnERxrL PRESSUM ca[r71Dar
].A SOLE PIAIE(PNPNLY sal uwwuM wrtH wAv1[Rs (x x.e OR Iq 4.e P.T.m Ix sFAs )x)x.e oa(1)R.e P.T.1-Ix SODS ..Rrw C FAETOR
1/T.]•(4ARO laI*ONCR[i[ OURAme nooO as P.T.) (NUE eOlr Ow LAa eoLA ALL LLSC1wr BE so w caouRo). E-VE),m�SECLRM T u ELsuwH BE:m ON ORalND). lo'—O" 10•-6`
u
nmF Duo lora 1w
wEOG[ANCHOR MRN]rANER wax(e)10O.1.s•NNIS 8'-0" 12'-0' ROOF Ln2 1AHA :rorEn[Nm FO.n la.e
_—__-=�4'• nE-WwN SIP 0 BOII[D f0 E5
------ ]—MOR wIM t/3•GMS[5
__• BOLI MNPNUN wrtn wASN[R5
5/e•.]°•[vIn AxucR: 6'-0" 12'-0" F1aOR oSAo HA•n lav
/21]•(M46 LB)c RD[ Auc[R srnE Tar sOVcuT, naR wE Las ]roSF
EN51WG{-EDNERLTE NruDE ANEnat wax M-aWNrm MM S1TIL
FOR ROCK/OORAL TABLE 1 B — 140C
V-E 3) x waO or wAUs.Bros KOor wA
ANCHORING TO CONCRETEMoolA[c N'" V0
n6lao{•CaNCR[TE -ION A SUPPoRT PAD(P.T.a000. MAXIMUM ANCHOR NOTTION2"GTGTTON UMI;
-CRM D ACK OR PAD)SPACED SHED WIDTH
AT V-o' SPACINGHeHRwumE NKIT[N usNCE
wK.
24--0" 4•..O^ SOINRE FTKI- iu Ion OR m
REVISIONS
20'-0" S-0" REV I DESCRIPTON I DATE I BY
TFC vR DAix ANUNIA ADOm LNl eOM Ort. P/I3/1e Ni
n[-OorN T P Bail°I1au 76'-0` 6'-6' Amm v Ton e°u..ea rAr xD1rs V1O/1e m
2.4 SOL[PIATE I1IANMLLT DAOP A]6i WHIM 1/x•autt 5 ()4.4 SYP N ON r MDE OR lESS Amm v/IY NwwN¢m nrE e/15/1e r
Vr s•(..aaa La)c0xcwcTE OURAeIE w000 OR P3.) (1){.{sP/x ON e•MEE OR LOWS Poo nxnuM wrtn wAsx[Rs x x.e OR(O 4.e P.T.STP N MM 14•_0" 6'-0'
wENi AxLItlR
—2'--- ()x.e OR(1){.e P.T.SVP/x SI OS (NUT c IX1M aR 211 BRI) EL H_BE SET ON GROUND). NOTE 11 ON
T RSE(t'AN BE SR ON ORarND).
�4" TIC-Dawn sIRAP oR]/1e• 12'-0" 7'4
I
-----.A.__ FuvAxato srm uR1E
TT Is xortsl e•.]o•E..ANC IF
00 aPtOxLL RLNODRCLD 1/x1]'(4AD0 LB)mraxt[tt
FOR�SDD/cuY AOWr["L 1 Q•_0•• B•-6• O10'n�' LITE!
1 CaCNOC f NFR LN R[0G[AHCnOP wrt ] N S QN }I FOR ROCK/CORAL
BnsNw 4-cDNCRET[DR Dn1IDxu 6 N/A
OlBIWO Y WtCRDL °NOCR°ORPP.1°)P°PKw[°OAT e'-a wx TABLE 1C-165D/175C LARK BUILDERS
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
LL Z•NDC 11 EAE[STEEL Y'
soon WITO N STRAP Ta-rowN s1RAP 24'_0• 3'-i"
earzO IxRu naoR AasT 11)44 I/x ON 1 OR tCSi ((1 e{.sTP/x ox e•KUE 4K L69.
Nrtx 1/x'GPD[5 DOLT )x)x•e°R I1)4.e P.T.STP/x SN'DS tK-CONN STRAP BOLTEn TO AL 2.e.DR(0..m P.T.—'12 sxuK (SEE W-)--\T ((1){.{m/x ox e•1nu aR LEsa
L9HMW NRN wASx06 ALL ELSE(CAN B[SR aroux0). GROUND ANCHOR WDH 1/2• l ALL'LLSE(CAN.eE SFi ON GRa1rID). (x)Le OR(1)4•e P.l.SR I]511105 20'-0" 4'-0"
(wNr t PoLT oR xITAO BOLA) —E s BOLI 1aR1wN NTN Au[LSC(Cwr a SET D.1 anAUNo).
p�n vAXna Al TO GROUNDan AND n[- INIRAP/2' Io
ATdLMCD 10 GROUND AHCMR R°uNo rtx 1/x•auoE 16'-0" 5'-0'
J
ON OPIVOTE soL 5 Bou NANUM wnn wAv¢Rs
D 1n'.]-(..aaa La>cDNCRcrz I�.. 5/w.30-TARN.rsnDR: s/e•.So•rAmx AxcHmm . 14'-0"
9���p o w[OCE ANEn°R wnx r NASNw MOM m FOR SOB/cuc STILL FOR WWC.I.
ORNs srnE FOR ROat/COPL ORNE FOR Row—l \\1111111f//
T.
[nswn a co.,.M Dtoium{•mrcRCTE ar swPom 70•_0• B'-0" Z• \\,`\ ............ '9
PAD(P.Lw000,caxcleTE BLOCK OR pwDMAL 6UPPaa PAD(P.T.wOaD. 4 \\A\ .+ GENS
PAD)SPACED AT:W-0•''ILAL - COxORCTE BLOCK OR PAD)SPAC[0 J \ t �.t f '•1y
AT B'-D•LLAL
TIE-DOWN DETAILS 6'-0` 12'-0 471
TIF-DOWN NOTES-
1.
OT 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. Au MFASUREYEWS ME CENTER-to-CENSER. 0 STATE r j��
3. AE-DOWN STRAPS TO BE NWNUN 1-J'•0.°35-WLVMOVED STEEL, L SPECIFICATIONS OOS-781-H,TYPE-1,FlN6�E-EP.1�11-.IGWN STRAPS OR CABLE AND CONNECTING HARDWARE TO NAVE{.735 LB.MINIMUM ULTIMATE CAPACITY(3,150 UEL•1.5). j'A EL/4. All EARTH ANCHORS SMALL HAVE A MINIMUM 1,300 LB.CAPAC(IT. 5 '5. EMIM ANCHORS LOCATED AT EACH CORNER,MAXIMUM16'FROM ENO(4 LIINWUM La1NIC).-Ae1AsaTW PER TABIE 2ABCDINON SHED WOTM,MIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED ON ENOS. (� //O L 0 R I O F'
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA.B.0 DEP04DWO ON SHED WIDTH.WND SPEED,AND EXPOSURE / \ \
7. CONCRETE ANCHORS TO MWE A MINIMUM OF 4MINIMUM SOIL BEARING WACIFf 5 2,000 PS,•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). Z //FS • G \\
IO.ONORETECBLOCORBKS CANOBE OPTIONALLNCRETE Y CAPPERS—D Bw H APPROVED ABS WP BONDSED IN CONXNCTION S(OLNERD THAT TT CMNOIAIES,E SAME INC.MODELfOTICB1.OMUM SPACING IS TICB2 ED FOR
EOuNALMANCHOR TIPS. I''��/�'•A , �`\
11.HOLLOW OR SOLID CONCRETE BLOCKS(8181167 MAY BE STACKED ON PADS FOR MGM SETS UP TO 48'WITHOUT REINFORCING. LLL Matthew T.BalONin P.E. _
N '1*111,11e1Se 64608
SWee1: AP-1 OF 1