HomeMy WebLinkAboutProduct Approval •
•
•
••
• REre/v60 FLA MareufFICtured Bullding Program
•
Busines 'rl: �qy ® 1940 NorthMame
Street
Suite 90A
ProfessiOna� 9 2019 Tatlahassee; Flaida32399-0712
i, 1 • • Pe De Pion:850 487 1824- Fax:850 414.8436
1 lll(il'; St, tutu,-•'G i.
Ken Lawson,Secretary Rick Scott,Governor
•
August 22, 2016
Robert Moore
Lark Builders,Inc. •
P.O.Drawer 629
Vidalia, GA 30475
RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22, 2019
Dear Robert Moores
4
It is my pleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P 0
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 le 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. p;
The Department's contractor will make unannounced monitoring visits at least once each year.. CL
You must grant complete access to your manufacturing facility and records to remain In0
compllahce 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 BCIS (wwW.fioridabuiidino.orq) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. tett*
Please visit our website at www.floridabuiidirlq.orq to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits. •
t i
Sincerely,
Robert Lorenzo
• Manufactured Buildings Program
cc:Professional Service Industries
•
•
Y TABLE 2A - 155D/170CI TABLE 28 - 140C
30"AUGER ANCHOR SPACING.30"AUGER ANCHOR SPACING / Litt:
SHED WIDTH ISPKWG 110.I SHED WIDTH ..t SPACOAi CR \\` _..
ear wlRw NON.,van I° "
(VINOUS/ I n=..s.r f[u e.n u.lu l�'• •�� ^" UP TO 16'-0' ,D'-D' UP TO 16'-0' ,D'-D'
o-ao-.STAY WW1 IwI s l.ii i2.°v m•••r.r.m n s.ms fll IAVJ
HIR ARV Nam v,•CRT.5 Rrx1 m m w caowll. ttP[ ttP[]. R 16'-1"TO 20•-0' a'-0' I6'-I'TO 21'-0• 8'-0'
0•M SIR,DT•II0 NI
r.r0.0m.:I.0 °5"`°.dN AM1 ! 'pnau w o«. 20-1 1D 24'o' 6-0' TABLE 1A - 120C CODE INfOR
1 a v - ANCHORING TO CONCRETE ."..ib
nm.DA CONCRETE dam V [ nGNw. DrunE waBOR C7 TAB1r AUGERUE 2C 120C uuwuN CAR
A�� "m4' n'°[')A�� CPRE 3 ttP[26 ss 3D• ANCHOR SPACING SHED WIDTH SPNCR •-• V.mau
'0 SHED WIDTH .....ANC.DRtnnnlICININ Inn
urAxwl LAR 50/C41 SPACING 24•-0' N-orum”TICCI011 LC.
-
TYPICAL ANCHOR TYPES UP TO 24•-0- IU'-0- 20'-0" 7-0- O45""• RECEIVED
• TIMI1 °� k
ta
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14•-0" 8-Er °� CA7 1`r1AY
poeve) 14 0 VW M IR.
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permitt1a0 'TuntY m[)p � m� TABLE 1B - 1 40C �9 ,
5C.LUG1e- .T e°Na ANCHORING JO CONCRETE 0*01 tl�•01.001,31
[Als,w♦[arm[ d„r.r.iO00 I w MfHOR
in*1001.
R,r)er.E[I SHED WIDTH KING uvaE
0'-0' REVISIONS
20•-0• C-C' REV DESCRIPTOR DATE1 n
_ VILNA
IW a
16'-0" 6'-6'
w'mn'E�ae's In...f1P n a.r Nra w fns � 1m, V.V.. n
Sr luml,om 1� m aw,n[ema. [•Rsn I,u r.LAC w r[ss. rlit-p0i'a'nwow tµi, lIf.n r.,.nr I,vm 14•_0•• 6'-0' , pV m •v-, m.Eaa °`) !mot°
.111�'.[[[°°Du':E;.a;,,o1,s.m5 r o-".em w Ova M1Mn - a°ssiw,a ,w awwa). a.n.r�a.>..imilimmin
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1'-6"-I oawm [°run[ =ITV=r[1woR.°rn'Ic°ne .a.m
•
...W'P.1 srrm.e•-r N.c. TABLE 1C-165D/175C _ LARK WADERS
ANCHORING TO CONCRETE
SHED WIDTH OAKaSPANrCING nORa.
b. nr u w r.a[De«u. _ 24'-0• 3'-6-
'ROI II GCE 5110.'V
-0.4 STRAP
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rW,vuEO.r-O'wa u.m AAAA a' lo'-0Er d 4
TIE-DOWN DETAILS 6'-D' 12-0' CO ::411:,>431. = Imam
TIE-DOWN NOTES- .. !!!!!! l
ANCHOR SPACING IS DE9GHE0 AS PER ASCE-7. K ;`I
r. ILLETI
I.
AlRESUGENENTS ARE CEHIER-IO-EERIER. n.N lou,[CVK
•
J. u[-10.11 STRAPS 10 B[1.1.11.1 40CC1-1-.O.Da-GLU[Amon.
SIM fMERU SPEC/W.6 DOS-7111-x,TYPE-r,MASH-D.GRA0I-1. TVI:-WnN SRAM OR CAME ARO COwrtnING 1.1.AR[10 INK vlS La N.N RT(),150 ER.r Is). 0_ i P STATE
rAR1N ANGORS SHALL wvE A 00x(000 4000 w.C 10000. C 0 RIO P•'• -
u
S. ALL
ANCHORS LOUI[O Al EACR CORNER,NUI1ru0 16•gt, END 11C lnaewu P[R 0111011 ,ANO SPAC[O d P@ IAM[7AB.0 DEPENDING OR 5X[0.OT11.WINO SPEW.AND EXPOSURE. ANCHORS 1A1 AUDIO OR EROS. U 1::.0.;\� +
RR ANCHORS YO:'
O En rnI AS Pm IAM[1Ag.t O74./CE R W SHED.O1K nN0 SPI[O.ANO[XPMwE Z Ii Fs' .........................
0. MGR.[1 B BEAMS
A TO APA A[°x22.00 N.'CHER lanlANc[TROY AKHOR EO EOG[Of CO.KAn[I.
9. RlIN CHORSS AND
CONCRETE 160tH 000 W BEPMID PI CONNNCION PROVIDED THAT 111E SANE Num.SPACING R fOLLO.EO FOR EACH CCC110 TYPE.10.
Q ///SIC NA L‘.,,ON
oNCCHREANCHORS
awes wi BE OPTIONALLY WHO MID APPROVED ASS CAP BONDS M.EEC10merc5,0*.1CODICTrcar,08«02 CO[UwAI[NE) Q' ///1111111111
II.1OLLO.OR SMO CONCRETE BLOCKS(0-.0•.51 OAT 0[STACKED ON PADS FOR HIGH SUS 0P 10 Cr BONOOT R[v110000G. LJ 0a1R0.T.Coo.R1 F.L
I 1IPNaI life1CR 10.500
y 1 51181: AP-1 OF 1
' I
bE TOP LINE ENGINEERING, LLC
4 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 note
hesitate to contact me.
Thank you.
Res ectfull ,
William E. Negry, 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 IS NOT APPROVED FOR HVHZ
yyyL���
_ ____—----- P LINE ENGIEERING,LLC_ _ _ ___ _ _- - - ____ __- __ — -_ �—- - -
STRUCTURAL ENGINEERS
William E.Neary,Ill -- 7*i-of,1--
SMP-51,SMI-79,ICC 5185040 -
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION
— BOX RIB ALUMINUM DESIGN PRESSURES MANUF�? p �IAA(BMWS.KK�`°"_
—
29 GAUGE STEEL AG PANEL
ROOF+41.7/-141.8
BUILDING TYPE
— STANDING SEAM STEEL WALLS/DOORS/WINDOWS+48.8/-43.9 iwE'PcmirnoTRP`
— ASPHALT SHIGLES FIRE 60PPRCSSON SYSTEM
OCCUPANCY
AIIMABIC NURBCR Of STORES
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF BASO RIND SPEED oo w
EXPOSURE
NANLAARIL.Ido WO.
R.
NONE
NOR
ENCLOSUREMIMEO
MERNAL PRESSURE COEFFICIENT TI-0.,0 -
oWORTANCE FACTOR
ROOF DEAD LOAD
RMF LNC LOAD We PONT tow
PLOOR DEAD LMO _
VAULTED VAULTED FLOOR LK LOAD
1 SLOPE — SLOPE A'RAIU&Or NALLS,FLOOR.ROOF N/A F
fI mom.PER PAWNS
w HURRICANE PROTECTION USAGE ma
NU lR SOJi
00050 SHELTER US.,_.),.......)\--j''''' SQUARE FOOTAGE .OR Ms -
- REVISIONS F
Lr_ REV DESCRIPTON DATE BY
CD
w STANDARD
H SLOPE
. J
J
co Q
I > I D,3.n BF: MB
mlE. 10/1S/17
o STANDARD RIDGE S`°"' N/A
O uean�. LB-S-LBE-4000
I 3.5• 2OGA. . a5'".n'a,„,,,ADOTP,n,DALSR,,,,SE,,,m„ID
METAL FRAMING FQeE,AaarM.AD,NAaa
w ® 16" O.C. MAX. ASTALA110
1
STANDARD w AOR
Q 1 SLOPE 3 OVER WOAD if NIA/DAM OP 10410/10000.
LL PST.a MADE moa..OM LW..
W ®c ;
END WALL TRUSS END WALL TRUSS IL ILI ACCOADZCE ATI TOL?,"IMAM A679 AREAL;
x DAL. Dif AY VANDACAXE CAM T,OCORY WTI DLO
,OA SW
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1--OPTIONAL PORCH-4' OR 6'—I `RAFTERS ARE IN—LINE WITH WALL STUDS u) _ ,B / •-_
ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH I = // (((��rr :�=
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w Matinee T.Baldwin P.E.
O Florida License#64600
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. 1Y S^ee1: FBPR-1 OF 7
— _________ — – __ _ __ — THIS BUILDING IS 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 INFORMATION
CODE VERSON Lmo(Uie"t.rrfo T LNeTo[w
NIAXJFACTUFFR6 RC.
Al WILDING TIFF 'Nm'"mr° w�uwR ODm"r _
CONSIRLCDON TPF
FIRE PROTECTOR NR..
' FIRE SUPPRESSAN MIEN
3.5"-2OGA METAL COLLAR TIE, 4'-0" 2.5"x.5" CORRUGATED ROOF PANELS OCCUPANCI
LONG ATTACHED WITH 2 10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING ALLSA
vcM E ER Or STORIES 'iiI
—
( ) TRAXX1 AT 6" O.C. SCHEDULE FOR RAFTER AND
DRILLING GRABBAR SCREWS EACH SIDE / BRACING SPACING EXPOSURE
ENCLOSURE EmoLOSED
INTERNAL PRESSURE COEFIMEOrt RAIZ La NO
SCHEDULE FOR RAFTER AND REVISIONS
BRACING SPACING REV DESCRIPTOR DATE BY
OVERHANG OPTION DETAIL
= 3.5"-20GA METAL STUDS.
SPACED AT 24" O.0 MAX. — �—
D`"""N" RIB
3 3.5" BRACE AT 3•-0" °`"` 10/15/17
ABOVE FINISHED FLOOR.
'0f -• SELFCH TO DRILLING CH STUD GRABBERWSCREWS7.0 Sniae� N/A
(1) INTO EACH FLANGE LB-S-LBF-2000
a"mR,R,r.
SHEATHING FASTENED W/ L,J `" aaI•xo.
#8x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO ` `°""°""" "`^MEP!XS
EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING Q ofee,nzea.enee.OnERSTNwLan
WITH BUILDEX 10-16X1 TEKS LLl W.A.
POINT AT SCREWS WITH #3 DRILL X
POINT AT 6" O.C. 0 "▪ ACCOSOAN'''''CrWftrOCC“'16C61.2.6iCPACE S..ARO.'
'''gr 1
CO
SWAM MET OR LESS nal AMINTENNOKA WEN
® ® I-1-1 mRR. mm,o•D6eone
VARIES, 6'-0"TO 13'-6" (RAMA P.R. Axone r OS
7.3 MOM.REOUREKIITS 0E11
'"M.REOU'¢""TS0E11 ECMOI,e.
SEE ROOF FRAMING aCL `111111//////
_ -- - - FRAME SECTION SCHEDULE FOR
BRACING SPACING J \\``�E'..T••^e;9(���
\
LJ Qi
TOP LINE ENGINEERING,LLC I� �• ND -
STRUCTURAL ENGINEERS j/1' •'B .\.ci�,1 y-
3.5-200A METAL STUDS _'' �(L""'"`•777fff
William E.Neary,Ill SPACED AT 16" O.0 MAX. I 'o;-
SMP-51,SMI-79,ICC 5185040 HT1: STATE ;Cy`
10649 Oakview Pointe Terrace
–3 ••••. F�ORIDF' ;,• •4:""
Gotha,Florida 34734 w ��!/S/O N A ���\\\\
CI ////1111111111
I OVERHANG OPTION DETAIL ,J_ Matthew T.BoldNin P.E.
O Florida License/64608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. 5c, Sheet: FBPR-2 OF 7
I THIS BUILDING IS NOT APPROVED FOR HVHZ 1
-
iS'TOP LINE ENGINEERING,LLC
``2Z. Si'RUCI111SAL ENGINEERS '
WALL SHEATHING OPTIONS: William E.Naary,III CODE INFORMATION
— BOX RIB ALUMINUM SMP-51,SMI-79,ICC 5185040 COO{A ARDOR "` `.. .
— TWIN RIB ALUMINUM %^,avOtes..s.�
10649 Oakvie4v Pointe Terrace R 0 TYPE 't
— DUTCH LAPSIDING ALUMINUME.STR TOPT, "'
SECURED WITH — DUTCH LAPSIDING STEEL SIDING Gotha,Florida 34734 FIRE PROTECTOR .oac M
FIRE SUPPRCSSgC MIEN
j//—
(2)H3 OR EQUAL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) Dccwwtt
ADORABLE NURSER Or STOWS
— i.. T-111 WOOD SIDING &•JC RIND SPEED ENCLOSURE v-]aDe.p. -
- HARDIE PANEL STUCCO AND T-111 SIDING E""
DOUBLE 3.5" 2OGA. — HARDIE BOARD SIDING 3.5'" 2OGA. STEEL _ �� 'I R
STEEL TOP PLATE — POLYCARBONATE GREENHOUSE PANELS IMPORTANCE FACTOR
TOP PLATE ROOF DUD MAO un
END WALL ROM'�9c WAD my oR.w9w ro«r wa
I
wOR UPC W.
Ws,
/ / / r
FLOOR IRE W Itv9r
T,•E 0O P OF Ruu,FLOOR,ROOF Ri.
/ // // / / O xoomEs RLP RUEdRc
HURRICANE PROTECTOR MACE
// // / / // HURRICANE RARE FDOTHESHELTER MACE .0
919 son.OR MS
/ // / / // REVISIONS
/ / // / / REV DESCRIPTON DATE BY
/-4x4 P.T. POST / // ///f// //
3.5" 20GA. STEE. BRACE /(2) ////// //f /f '
#10 SELF TAPPING SCREWS EACH // / / / /�110$
„.R Et, MTD L
END (1 INTO EACH F NGE) / / // /
/ /0
aae; 10/Ts/i7
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/ / Sr.:
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In
3.5" 20GA. STEEL „„;e pia ; A
3.5" 20GA STEEL o
(2)MITEK OR ALPINE _, SOLE PLATE ,R; rN. aire a6
3"x5" OR EQUAL STUDS @16" C.Z. MAX. FLOOR FRAMING 0_ „�� N =,"'
- -
1 4'&6' OPTIONAL PORCII
50'-0" MAX, I _�� �SCENgF �i��
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STANDARD WALL DETAIL " _��
0 .....23 s STATE r,`
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L O R I D ...444„::::.
a
Matthew T.Baldwin P.E.
LI Florida License_W608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. t 02 S L FBPR-3 OF 7
•
- - -- - - - THIS BUILDING IS NOT APPROVED FOR HVHZ
'T..9�.5 TOP LINE ENGINEERING,LLC - -` -- v
-j,�YL. STRUCTURAL ENGINEERS -
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
ROOF PANELS FASTENED 10649 Oakview Pointe Terrace Poor PANELS FASTENED CODE VERSION Mml
wan.25'-11x.)5'HMI MTH.25"-14..75"HON LMM6ACIURCR oAx DUCK Kos
TRKw/1 AT s-O.C. Gotha,Florida 34734 IAAax/1 AT 6.O.C. BL¢DINc HOPEHouIACTLAto D .
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i •
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-
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BASIC WIND SP[EO 000W,0
GPOSURE
ENCLOSURE
an[RNu PRESS/ATE co[rrm[M .1-wu
M bPORTANC[FACTOR
ROOF THAI LMD
3.5'BRACE AT 3'-D" 0 3.5"-2000 METAL(RAMC. 3.5"BRACE Al 3•-0" = 3.5'-2000 METAL RACD10. Roo,w[LOAD lnsF Som nom Lou
ABOVE FRaSH00 ROCK.ROTH. ATTKH[ACM END 10 STATS w/(2) ABOVE FOSHED FL000. . ATTACH EACH END TO STUDS w/(2) FLOOR OGD LDA. Ion
ATTACH TO EACH STUD 3/12)110 !10 SCREWS.(1)IMO L.LH FIANM ATTACH TO EACH STIR w/(2)110 /10 XREM,(I)IMO EACH flANOE FLOW ANC lM0 I2Y5
SELF DRILUNO GRUBBER SCREWS. , SELF 000.0004 CRABBER SCREWS.
(1)INTO EACH FLANGE 3 NATE•THIS RIOTING R 000110 D ON GIM (I)INTO EACH ELAND( O\ / 0010.1HIS ROAFIN:S REOHTRTO OH SOC M•PATW AT HALLS,TURBO,ROOF WA r
F!BOTH FID nF FxCN COR4FR1 b/MLS fonTH SIFTS nr FAfH COMM) KOBE.PCR BUAMNK
...mow(PRonclON USABE Ao
Is HURRoANC SALlTER USA
SOUaS FOOFAFS IP fGJt OR 16S
tl
REVISIONS 7
REV DESCRIPTON DATE BY
20fw 3"20CA.STEEL
•
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µV
ID.1m r.r.E• •NEo[CTCS SORE a B oc u c D 25 F.F.E.•
N N I (100X7 BE REQUIRED) ® N
�1.1
CARIES.6'-0"TO 1J'-B' I VARIES.6'-0-TO 1]'-B I
DI_B,;
MTB
END WALL FRAMING OPTION END WALL FRAMING OPTION D"`
10/I5/17
Elan OPFFOR STM WAIIF ARF
T BEDM021FD 5100AR IQ TKO-SHOWN MRF FOR PND HAI, N/A N/A
N..1'
ROOF PANELS FASTENED ROM PANELS FASTENED
LB-S-LRE-MOOD
WRIT.25'-14..75.HNH MRM.25'-11x.75'HAH FFNeMl 40ir,
TRAFB/1 AT 6"0.6. IRAAR/1 AT 6-O.C. ,..{OLNDA11.11.3.001,0110,413 MAI UT me 0 010
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BUMMED IB•a> Y LOCAL Tlx
CO .1,131 ii.6¢0.4 MALMO CCM
IF
S60.1..Z FEU OR LISS DtAi APERTEMEDIMA V.Pr
J.s'BRACE Al 3'-0' -t-0"lM% 3.5'-Mw METAL BRA[ol0. 3.5'BMC[Al 3'-0' �-4'-0'Luziiii 3.5'-20.4 NEIK BRALINO, wHar ROTAF
080v[Fa0SHE0 FLOOR, -. ATTACH EACH END To STUOs w/(2) ABM rOCSHED FLAIR. ATTACH EACH END TO STUDS W/(2) 0 m a m`Im�D TOOTHY Am
ATTACH TO FMN STUD W/(2)/ID 110 SCREWS.(1)TMD DON FIANOC ATTACH TO MN STUD N/(])I1D /10 XRCM.(1)IMO GM FIANGC N eTaRAOC 0.1 N OHROnS H BEA
SELF DR..GMBBCN SCREWS. x, Mr
DRuuNC DABBER SCREWS ,I/ u AL OF CV mleM
(1)TMD CAN FLANGE 3 BOTV Inn RRAroin R MIMED ON sinf (T)INTO CRC FLANGE. 3 080.TRO HOOF IS RFONICT OH c10F (a.,;,. NpN aTplFFxe•FFinm�
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WAILS MOTH SNES of FAFH roRHfR] m ll
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VARIES.B•-0•TO T3-B- I vua[s.6'-0'To T3'-a• I STATE CL,
END WALL FRAMING OPTION , Fl O R I O P ...•*
END WALL FRAMING OPTION
�1/ S/ONAL.E\�‘.
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Matthew T.Baldwin P.E.
0 Florido License#04008
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w Shoot. FBPR-4 OF 7
— — ___ THIS BUILDING IS NOT APPROVED FOR HVHZ
SKID RUNNER SPACING*
----------
—
UNDER 30' LENGTH -
/`
SHED WIDTH A B
6.-0" 15" 42" ,.,..,A,�` <_—
-2-Fti:TOP LINE ENGINEERING,LLC
8'-0 18" 60" STRUCTURAL ENGINEERS
WIDTH JOIST SIZE* William E.Neary,III
10'-0" 18" 84" 6'-0" 2"x4" SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
6'-1" TO 11'-8" 2"x6" CODENERS.
BURRING
11'-0" 24" 84" > 11'-8" 2"x8'• 10649 Oakview Pointe Terrace oLOoINNG T
TYPE K.
TYPE MADER
0011L.1.51
Gotha,Florida 34734 coNsUCT1oN TYRE - " "` -
m
1 1'-8" 28" 84" FRC PROTECTION NONE
•NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE NRC SUPPRESSION SYSTEM ACArt
13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL OCCUPANCY
RAS
ALL0NO0LE WAGER OF 5TORRS
13'-8" 40" 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND a51C WON SPEED __ROR N
ARE INTERCHANGEABLE. E.roswE —
ENCLOSURE
•VALUES ARE FROM END OF JOIST •FLOOR SHEATHING SECURED WITH RUERNLL PRESSURE cOERUUNT .iRUI
-
TO CENTERS OF SKIDS ONLY. FsVRTUCE FACTOR
2'X0.113" NAIL (OR EQUAL) 0 6"O.C. MAX :tor CUD Lao MOW
ROOF LIVE LORD RoPir OR SOCA POW LOAD _
50'-0" MAX. FLOOR DOD ROAD
16 O.C. TYP. FLOOR LIVE Lao
`
1 F•RATING or WALLS.FLOOR,ROOF WA
MODULES PER WRUNG —
HORRID.PROTECT.USAGE
PURR..SN[LTER oRRCE 0.10
50.2E FOOTAGEF NP son.OR WM
REVISIONS
¢ REV DESCRIPTON DATE BY
a•."Ih: MTB
OV 10/15/17
Sc"N:
N/A
Mmni. LB-S-LBE-2000
fele.HOW m
A-4/11211.V40 ME
3.1..10 IWOOWN 1.1.1 920.0.4.rirS TO LER COOL
Hs...nw
CO w la rsrMFO nOORsun.0
CO
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et Nrn2gZrOAm Aaa LA1.73vnV
In WNmwwRECIA.,Ism name FOCF"FmuA
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JOIST P.T IDE RAIL S SIZE, SEE TO
FRAMING� S.Y.P. #2 SKIDS2 OR (2) P.T. 2x6 4'-0" OR 6'-0" Q '''�/�lOj III110````
SCHEDULE FOR SIZES OPTIONAL PORCH Et
110115?,,T.BoIerin P.E.
rlOfidD License x'64608
2 SKID FLOOR FRAMING PLAN 55•e1: FBPR-5 OF 7
201Y-04-U3 IUP LINt tNGINttKING A} l ROVAL KLAN #43450.
•
•
SKID RUNNER- SPACING* - =SKID=RUNNER=SPACING*-- — -- - --- —$— --_-- --
UNDER 30' LENGTH WIDTH JOIST SIZE* 30' LENGTH AND GREATER
6. 0.. 2"x4"
SHED WIDTH A B SHED WIDTH A B \`
6'-1" TO 11'-8" 2"x6" t*.i -namst1ve"
6•_0" 15" 42" > 11 —8" 2"x8" 6'-0" 12" 24" William E.TIME,111
SMP-51,SMI-79,ICC 5185040
8'-0" 18" 60" 8'-0" 16" 32" 1064coma,��ew Pointe Fm.a,9ay4moe
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 20" 40" CODE INFORMATION
10'-0" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND 10'-0" cc«vats.
rd?..4�_.�V em
11' 0' 24" 84" ARE INTERCHANGEABLE. 11'—0" 22" 44"
LMMIFACIURER ...K..ut.
. BUIDDm TYPE Rr AMm
I I .xu+
11 —8" 28" 84" 11'_8" 24" 46" CONSTRUCTION TYPE
FFOIEOE PROTCCNOW
FRE SUPPRESSOR SYSTEM OR
13'-0" 36" 84" 13'-0" 26" 52" CCCUPurcY
*FLOOR SHEATHING SECURED WITH ALLOeABIE SORER OF STORIES
13'-8" 40" 84" 2i"X0.1 13" NAIL (OR EQUAL) @ 6"O.C. MAX 13'-8" 28" 56" BASIC MIND SPEED
uPOSUtE
ENCLOSURE
*VALUES ARE FROM END OF JOIST *VALUES ARE FROM END OF JOIST WIRRAL PRESSURECOCFFoaDT •/-Om
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. RPORwrcE FACTOR
ROOF DEAD LOw
50'-0" MAX. ROOF SINE Loa OR 000 PPM LOW
FLOOR DEAD lbw CPC
• - 16 O.C. TYP. I FLOOR UNE Low
_- Y RAMC OF WALLS,FLOOR,ROOF WA lops,
•
11000105 PER 0500015
NURRIGNC PROTECTION USAGE vo
I LROGNE WELTER USAGE
SQUARE FOOT.E ',R S12.11.OR.S
REVISIONS
a a REV DESCRIPTON DATE BY
hwn By:
MTh
Date: 10/15/17
Scale:
N/A
CO M7' LB—S—LBE-2000
•
GFNIxu m+ny
< C"70=1:00,75=1""=
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P.T SIDE RAIL TO MATCH-77.
ATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 LU // S •••-G\
♦♦♦♦
JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS 4'-0" OR 6'—O' 0 ,i/���0 NA`` ..
SCHEDULE FOR SIZES OPTIONAL PORCH
Matthew T.Boldwin P.E.
THIS BUILDING IS NOT APPROVER FOR HVHZ 2 8C 3 SKID FLOOR FRAMING PLAN 0 FloridaIL,GenBe/6460B
2019-04-03 IOP LINE ENGINEERING APPROVAL PLAN #43450. = L., sheet. FBPR-6 OF 7
•
•
-_ =THIS-BUIL-DING--IS,NOT-APPROVED-FOR HVHZ-=___ ----
- -
ELECTRICAL NOTES' , ...' larrA4
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 4B"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING CODE INFORMATION
8.ALL OUTLETS TO BE GFCI CODE rERvoxm°-!' r
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT EUNuvAcmaEa mnnERS.aG.
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. BEAWIxc 10.014...RuFACTLRLD RAD.
W,EARN an.r.,
CO.-TM/CRON TYPE
FIRE PROTECTION
WINDOW HEIGHT, LOCATION FIRE SUPPRESSGN SYSTCNNOW
AND QUANTITY MAY VARY DccuPANCT
AND ARE OPTIONAL :004,70:cEarer.:7:0:::Tr,,ENI:m.s.E,,szmA.:1:DoRREa[a DF s1DaIEs
EED p.SURCCDEFIICIF.MT •/-o�ACTORELECTRICAL SYMBOL KEY I I I I RRwE ,RDaPoen Lo.a
FLOOR DFM WAD IESP
—
FLOOR WE EGD ERSPs
' 'R'RATING OF WALLS.FLOOR.Rao. WA I
RECEPTACLE xODUESPER BV4axG Rmn.OAWa
IIP / x00oLES PRDIECTUN USAGE
3.5" METAL STUDS URwuxE SHELTER USAGE003
SPACED AT 24" sDUARE FOOTAGE
240V O.C. MAX — REVISIONS R
— REV DESCRIPTOR DATE BY
240 RECEPTACLE
S SINGLE POLE —
SWITCH 1 \
Orden
� — MTB
THREE WAY f Om` 10/15/17
SR SWITCH SEE VARIOUS END WALL \ SEE VARIOUS END WALL Scam: N/A
ID FRAMING SECTIONS FOR FRAMING SECTIONS FOR meal,
0 CEILING MOUNT — WALL AND DOOR FRAMING WALL AND DOOR FRAMING ; 1101,1
,c� roL.-SpLBE�2ORPROPER pDT. ,Rw
LIGHT FIXTURE vi \ aCOM
w
3.MEM• nE
aE� aaa .ST,EXCEPT AS
<131 WALL MOUNT >.< — 0013.
• �Ra was a.a �,
LIGHTFIXTUREAS PERN.1.1.1.0 CODE
o FLUORESCENT •,_ \ ( / _
1-1-1
'.MA"' "'"R�'
LIGHT FIXTURESCUARE MET ORLE33114•1,1.11MMOCO fop WE.4
a C011ainCTICel 1t4IN CM MO NU T.
JUNCTION BOX V
_i Cog" ARE °OFW`20„F.a°"FnTO,
J SRS 0332.2
w ```'� .L.S, ,ff,
I I I I I I — /) —� ,_o ,
�� .. •1,ICENS' .,/y‹i
P• ,r
WP I =" N _
OPTIONAL ELECTRIC TO EACH UNIT _J 8
^ptic TOP LINE ENGINEERING,LLC WILL BE FIELD CONNECTED FROM Q
— }`,j,, STRUCTURAL ENGINEERS— EXISTING POWER SOURCEw 1.,:,,,,,, STATE `
William E.Keary,11 l ...
1. .."‘..,F�O R I O N ..'"• •••;"
• �
SMP-51,SMI-79,ICC 5185040 5O'-O" MAXIMUM BUILDING LENGTI I _I ��/FS~"'••••••••••••••• G\`•`
10649 Oakview Pointe Terrace NA L
Gotha,Florida 34734 D ''/'''HO ut ````` -
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY 1— Matthew T.Baldwin P.E.
U Florida License#64608
LA
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w s^.1: FBPR-7 OF 7