HomeMy WebLinkAboutEngineering e
i
TOP LINE ENGINEERING, LLQ
STRUCTURAL ENGINEERS j
December 22, 2020
File COPY
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RECEIVED
RE: Plan Approval
Lark Builders MAR 2 5 2022
Plan# LB-S-LBE-170D-20 St.Lurie County
Permitting
Dear Mr. Campbell,
1
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 71h Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (FAC)
I
I
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
1
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacture from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engi i eering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
i
Res ectfully,
Willi`� E. Nearyrl
j
Business Partner .
Top Line Engineering, LLC
i .
BILL.TLE@yahoo.com
*** Please note:Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the title block of the plans.
10649 Oakview Pointe Terrace• Gotha • FL 34734• Phone (407)421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785 {
I j
50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF r'Ig
PTIONAL PORCH-4' OR 6-1 �
409 DIXON STREET
VAULTED VAULTED
SLOPE SLOPE VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFOR tONCOOE VE 1
sTANOARD BUILDINGTHESLOPE CON51EVOTON TYPEFIRESU IR ON S 011DO
N]
o STA DARD LRIDG oPD�DRE _
CLOSURE
WIERML PRESSUflE COEii1LIO1T �/-0.Te
OD3.5" 20GA. IMroMMGE FMTOR
METAL FRAMI N00°DEAD LDAD
END WALL TRUSS @ 24" O.C. I I ROOF 1YE1p1D
sTANDARD FLOOR—LOAD Iws
jSLOPE TLOOR ENE LOA➢ n/tRms
TY MMS OF WILLS,FLOOR,ROOF N/A
END WALL TRUSS MDNILES PER BUIU31- '
HU.—E PROTECTION US10E NO
HURRIGNE SHELTER YSIGE NO
SQUARE MOTAOE
REVISIONS
REV DESCRIPTON DATE 81'
I RAFTERS ARE IN-LINE WITH WALL STUDS
ROOF SHEATHING OPTIONS: ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL GEPIERFL NDTEs
- STANDING SEAM STEEL JURISODICTIONPur15 ARE NOT PART OF iH15 PLAID SET AND ARE GOVERNED 8Y LOCAL
- ASPHALT SHIGLES r1 BUILDINGS ARE APPROVED FOR RE510E11TAL LAWN STORAGE ONLY
Mw
(t dl II HF THIS BUILDING IS E>EMPT FROM THE FEc-PER SECTIONS RIOI.a 2.i,R402 1
REFER TO TIE DOWN DETAILS FOR PROPEP INSTALL+TION REQUIREMENTS TO MEET CODE,
LL LUMBEP FOP CVNSTP ICTfN WILL BE n [ P EXCEPT AS NOTED
iSa a^tieAoTe� - cN' __EP L BE :TE 1ST:LEC PER' UTH`PT• Hn 11, FSC'T'r AND
5i�1 A
—' 7 ALL WINDCWs AND DOORS UI MEET THE MII!ldVM SPECIFICATIONS PER THE APPROVED
PLANS AND THE FLORIDA BUILDING CODE W 0e1it 11-15-20
^�,. �!I'OI'LINE ENCINEEAING LLC 9.HI ACCORDANCE WITH T 180 A%E 'STORAGE SHEDS THAT ARESQUARE
E ET OR L FOR N75
C`•L�SIRUCTUAAI.ENGINEERS - HUMAN HABITATION AND THAT Hgt'E a ANDA AREA IN 720 E DEBRIS
FEET DP LESS ARE a—I. LB-S-LBE-170D
MAXIMUM DESIGN PRESSURES OF
REQUIRED TO COMPLY`,YITH THE MgNICATORT WIrJDBGRIJE DEBRIS IMPACT STFTJpaP05 X
i OF THIS CODE" M
SMP-511lIiam E.SM1 79N C 5185040 1 27
Omp2hr BASI2eWIND 33PEED3e 4 5 e TvQ FaSIN nw RESIDENCES NARE OT SUBJECT TO THE D oROHIEGHT Afro wDTH AIICE WITH FUC 101 OJ.1.EXCEPTION(10)BUILDINGS THAT ARE 4QO ec ``����ENIt'..!'�
PE iUIRElAEPIi>OF THIS CODE STRUCTURES 100 SG-R OP.MORE SHALL HAVE AN
10649 Oakview Pointe Terrace BD M N MUM DOOR Q cEr!
ZONE +21.8 +31.9 +17.4 +17.4 +31.9 +31.9 +31.9 +38.2 P
Gotha,-Florida-34734 =48:2 `1'T5`2=62`6 =24-.T-136:9 11"5: =35 5=48:4" 'D IN ALcueDArcE Our F Delon STATu.E 5s fiD_u)D uw l-SrowcE Bu glNcs nrlD�
>T�PL.E SHED' BEARIII THE N'I I APPROVAL OF THE DEPARTMENT ARE NOT �Z
S O6JEr1 TO 5536._(FLORID PPCDV-T APPR OVALS)BUT SHALL MEET THE DESIGN WIND -J
LOAD REQUIREMENTS OF THE 0 0 IBC 7TH EDITION. W b451J$
11 FLAT METAL STRIPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, ��•� * ;*�
TRUSSES.CH0R05.ETC.TO HELP SECURE THESE MEMBERS,FRONDED THAT THE ADDED
• • ' - B D DOE NN INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. -p
Please nofeAny:queshons regartlrng focal permitfing shoufd,be_::darectecl.to The Manufacturet 1 EII .T E 1626.1 ARE HOT �'
J"'A • +' '` •" • "`' f @IaRS..' DESIGNED FURC HU".IAIO°HABITAT CNE AN CP THAT(HFVE FRFLOOR HAREn�OFTLE55 THAIJ]20 F- i FVF
The Manafacturer..s.contact urtormohan can befound to The=trR .blaak o th STATE}D SU.FRE FEET OP,LESS ARE NOT RAND THA it :E A F WITH THE MANDATORY VN DBORNIE � /� ,n'•. C L P.I D I^ �
DEERS IMPACT STANDARDS CF THIS CODE. �'••••
133 COMPONENTS/CLADDING APE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. :J /�/ S�••'•••••••• "•�.J\��
1 iPEiA LAir JSCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FL000 ZONE � // '�tq 1;,�\�
APPROVED FOR HVHZ 15. IF A WALL IS FRAMED FOR FUTURE-Al:UNITS THAT WILL BE APPROVED BY THE AHJ
AND LOCAL REOUIREMENTS FOR PERI,1171fi'= Matthew T.Baldwin P.E.
180 1626.1 EXCEIRIION:I STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION ANDTHAT HAVE A FLOOR AREA OF 16
. WIHDO'NS AND DOORS INSTALLED Br THE CUSTOMER ARE REOUIFED TO HAVE APPPOVAL Florida U.,,s 64608
720 SQUARE FEET(67 M,(2)OR LESS ARE NOT REQUIRED TO COMPLY WITFI THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. OF THE LOCAL AHJ AND LOCAL PEP.MITTIrI,REQUIREMENTS. C
I]. HVHZ CU1.IPONENTS FOR SHEDS REOVIPE THAT INSTALLATION PEP MANUFACTURERS ' sneee: FBPR-1 OF 7
INSTRUCTIONS. (Y
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20"""HVHZ APPROVED
409 DIXON STREET
ATTACH ROOF FRAMING TO VIDALIA, GEORGIA 30474
TOP PLATE OF WALL FRAMING PHONE NUMBER: 912 538-1888
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" D.C. CODE INFORMATION
_ WpE W50N
-
W FAC1UNEA
—DING TYPE
LONSTRUCIICN THE
____ RAE PROT�DD11 N01¢
' FwE aPPREmoN ssrtu Nal¢
3.5"-20GA METAL COLLAR TIE, 4'-0" ROOF PANELS FASTENED SEE ROOF FRAMING
LONG ATTACHED WITH (2) #10 SELF WRH 25"-14x.75"HWH TRAXX/1 uMr
DRILLING GRABBAR SCREWS EACH SIDE AT 6"O.C. SCHEDULE FOR RAFTER AND r+D'�,'rmF NUM6fR OF smwTs
BRACING SPACING a�sc wem sPEEo w-ime
peCEURE
CHLlDSeRE
wO`—PREssuRE CODTICNM
3.5-20GA METAL STUDS WwRwxE FKIOR
SPACED AT 24"O.0 MAX. aooF euo Ica
6, e e I Roor vc Ill1e vrsr e
noDR D-E6N tw
—R—inrn mnx,rQ
SEE ROOF FRAMING7 'N'WW OF WAu nDON,RooF N/A
SCHEDULE FOR RAFTER AND W.—PFn O.N.e
BRACING SPACING NURRraNE PRDIECnCN—E xo
OVERHANG OPTION DETAIL .R "E �awRE FDOTACE
i 3.5"-20GA METAL STUDS, REVISIONS T
U' DATE BY
SPACED AT 24"O.0 MAX. REV DESCRIPTON
x
a 3.5"BRACE AT 3'-0'
ABOVE FINISHED FLOOR,
o ATTACH TO EACH STUD W/(2) #10
I - SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE
SHEATHING FASTENED W/
#8x1.5"GRABBER SCREW (OR ATTACH ROOF FRAMING TO
EQUAL) AT 6"O.C. TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6' O.C.
w Dete: 11-15-20
__ _-__ smc NTS
VARIES, 6'-0-TO VeaN/: LB-S-lBE-170D
SEE ROOF FRAMING O
SCHEDULE FOR RAFTER AND "TO 6"—I LL'i
FRAME SECTION BRACING SPACING \% VJ T
a
�TCEPISf
4L"TOPSLINEHNCi1NEr1.0
LL.. J
TRUCTURAL NG
ENGINEERS J Nf.
William E.Neary,III 3.5-20GA METAL STUDS L`I = 6460E
w
SMP-51,SMI-79,ICC 5185040 SPACED AT 24"O.0 MAX,
10649 Oakview Pointe Terrace o STATE
Gotha,Florida 34734 J ��iG`• FL o R 10> `�
OVERHANG OPTION DETAIL /////iilii
w Matthew T.Baldwin P.E.
Florida Ucenea 064608
C Sheet' FBPP-2 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20"*'HVHZ APPROVED CC
WALL SHEATHING OPTIONS:
- Box RIB ALUMINUM �
- TWIN RIB ALUMINUM
- DUTCH LAPSIDING ALUMINUM END WALL
- DUTCH LAPSIDING STEEL SIDING
SECURED WITH (2) H3 OR EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) 3.5" 20GA. STEEL 409 DIXON STREET
T-111 WOOD SIDING TOP PLATE VIDALIA, GEORGIA 30474
(SEE FASTENING SCHEDULE) _ HARDIE PANEL STUCCO AND T-111 SIDING PHONE NUMBER: (912) 538-1888
END WALL - HARDIE BOARD SIDING
- POLYCARBONATE GREENHOUSE PANELS CODE INFOR nON
WOE VomON -
LLVNFACTURFR
/ / BU6GNC THE v.v
/ / / / / i9E PRO,ECIIONCN� I�ME
// / / / / iB¢SUWRESON Sr51N MLC
OCCUPAM.
ALL w_NUN V OF STORIES
3.5" 2CTA. STEEL BRACE W (2)
4x4 P.T. POST #10 SEL TAPPING SCREWS EACH
EN (1 INTO CH FLA E) / / / oRERRAL PPESAIRE cmncwr .i-e.e
rmoF oow lnn
.yry RWF NE lan me IaRR n.o
OW laD
I / RnoR urE Lao nn>�
/ TI'RAw OF WALLS fLWR,RWf R/A
/ IbWLFS PER BUA➢NO ,
/ / / / NURRCA`6 PRe1EETgN L5AGE b
RURRIWlE SNFITEA USA¢ b
SeuARE iWW.E
REVISIONS n
M 3 20GAA REV DESCRIPTON DATE BY
(2) LTS-12 3.5" 20 A. STEEL TEEL SCIE PLATE
OR LONGER STU ® 24" .C. MAX. FLOOR FRAMING
(SEE FASTENING SCHEDUL )
—4'&6' OPTIONAL PORC
50'-0" MAX.
STANDARD WALL DETAIL
M,B - - -
Q o II-I5-20
^� TOP LINE F,NGINEERING,LLC W sm� NITS
�` STRUCTURAL ENGINEERS STPAP&FASTEIIER SCHEDULE JAI
I STR<P S NSiNPSGu STRONG-pRnEm SD S:PEw SCHEDULE
x k f. L\B.\-.IS..I-.ILBI..EI.-.I.I.I.a7I0/0
William E.Nea ry,III 0
SMP-51 S MI-79,ICC 5185040 T /— -10649 Oakview Pointe Terrace ,;,,; -- -g `���• CErd;P v�i�
u,o
—
�oE.al
" nMrEI•.me _ J NO
E .
W 64608
Li
STATE '•,CC�
ill 11 x w " ? p! OF
�i A C,R 10
r t`IALE�J���```
Q //4111111110%
J /lallhe.T.BOId.l.P.E.
J Florida U....e#64608
Sheet FFPP,-3 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20*'*HVHZ APPROVED
CT� YyAr`^�
409 DIXON STREET
VIDALIA, GEORGIA 30474
slm CIUNNFL 01A• PHONE NUMBER: (912) 538-1888
ac uAc IS'D.c.o
�FANE a rmEE
CODE INFORWT-ION
W
WOE VERSION
WNUFACRIflER IIm,�
B' 8• 9 N0 T9E
WNSTfNCDON TPE
foE PFOTECfEIN NOR:
Jb'BHIDE AT T-0' ENE 91PPRES90N STSTEII MR
ASM FlNRHED E]DOR,
ATTACH TO EADH SND W/(1)/10 OCCWAWT OROV
SETS DRELNG O14BBEA SCREWY, AIlpW.1BIE NUW—6 SlOfiES
(,)RRO FACH iIANGE ]b'-2001 PETAL BMGNc, J.Y'BPADE AT 3'-0' ]b'-SOG YETN BR/L1NO,
ATTACH EACH END ro SILOS W/I1I ABOVE FlN6HFD RDDR, ATTACH FACH END ro SRNS W/(S) B,�C WpyO SP® w-IA�p.
/10 SCREWS(1)INN FACH RANGE AT W ro Fl. SIIA W/IS)110 /10 YCREWS(1)INR)EKN Fl/NOE O
SEV DRIWNC GNBBEA SCRE'A5.COREM DOOSORE
NOTE TN - (II O60 EILtI f1JNOE THIS RRAnN RED ON SAD ENQOSURE O'PXOSm
•� c fWTN smEs n DRFflNAL PRESSURE COETRCIENT
Q b OIPoRTANCE FACTOR
ROOF OFAO IDN
• � • • ROOF LNE IDAD '
?I D
J.Y•2 STEEL •10G RWR EAD EON
O 1A' C.WX. STOW 4'O.C, ROOR WE,B1D m/ISeP4
L W RASING a WADS E OM,qWF WA
YDDuIEs PFR euEnun
X xuRmrANe PRmEnIttE VSAGE
1]b'EFE I 1.]3'<FE NMRIGNE SNaTFR uSIDE
IVMIES,B'-0'TO IS'-B' �-YAfiEY,B'-0•i0 1T-O• yOUNE f00TILE
END WALL FRAMING OPTION wul DPNMD 9R_m w.1=ARE END WALL FRAMING OPTION REVISIONS T
REV DESCRIPTDN DATE HT
Ibd'- y Ib�1
I
I
35'BINCE AT 3•-0' •-0- Sb•-20 WAL.—N., 1.v BRACE AT 3'-0' '-0'YA% ].5'-YOGA PEEK BRWNO,
AS&E RN6 FLWR. ATTACH EACH ENO W SNOS W/(1) ABOVE RNR ELWR, ATTACH FADH ENO TO STUDS W/(1)
ATTACH TD FALH 51M W/((11N/10 /10 SCREWS,III INN FACN RANGE AiTAGX TO DYX STN W/(1)/10 /10 SCREWY,III INN EACH iIANGE
SETS[WWNO GRABBER$C EYR, YEV_NG GRABBER SCREWS.
(,)OIfO EACH il/.Ill � (I)R1f0 EAEH FIANCE
_ xD.c_,mR ex.clua Is RrnnRm oN snc t.+lr.TNR RR_ SIv
__ __ _ _ ___ _ -_ ��rRDTH�mEs DF •n D Nm, _ wins reoTH sroEs of uERI w
g mm 11-15-20
>L�j NTS
Q Yev/: La-S-L6E-I 700
LLJ
x y� T
TOP Imr FNGINFFRIN('[.IC O \� `T�,.••••""- B�( //
STRUCI'UML ENCIIJEERS....... L U�/
-- - ------ - - — �na•-ETE'— -- -
ARES,0'-0•ro 1]'-6• William E.Neary,III �— APoES,B'-0'ro 1J'-B' �¢ =< 11 -
END WALL FRAMING OPTION SMP-51,SMI-79,ICC 5185040 END WALL FRAMING OPTION J ' 64608
106490akview Pointe Terrace —i
'C
Gotha,Florida 34734 w crr re
Q
YOINIaw T.Baldwin P.E.
Q Fl.,t Ucense#64608
w sh-- FBPR-4 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-1 70D-20***HVHZ APPROVED
SKID RUNNER SPACING* * SKID RUNNER SPACING* ` i •'r `
UNDER 30' LENGTH wanu 1 30' LENGTH AND GREATER
SHED WIDTH A B 6'-0" 2"x4" SHED WIDTH A B 409 DIXON STREET
6'-1" TO 11'-6" 2"x6" VIDALIA, GEORGIA 30474
6'-0" 15" 42" > 11•-8n 2"x8,• 6._p.
1z' 2a' PHONE NUMBER: (912) 538-1888
William E.NearV,III 8,_0" 18" 60" 8'-0" 16" 32"
SN'P-51,SIVI-79,ICC 5185040 "NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE CODE INFORMATION
10r49 Oakview Pointe Terracr. 10'-0" 18' 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10'-0" 20° 40° WaE vumaN
Gotha,Florida 34734 DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND WWFACt M
11'_0" 24" 84" ARE INTERCHANGEABLE. 11'—O" 22 44 B 141 aE
WIbIRUCRW TYPE
28^ 84" 11 _8, 24" 46" rwE PRolEanaN Iola
FLOOR SHEATHING SECURED WITH 2J'X0.113° NAIL �suwREsmN s hu xma
13'-0" 36" 84" (OR EQUAL) 13'_0" 26" 52" oCCUPAN
® 6" O.C. MAX EDGE AND FIELD IunweBlc Ruu�nn of sraR>6
13'-8" 40' 84' 13'-8" 28" 56" auc WYD SFEm v.-m�n
F»YISBRE
-VALUES ARE FROM END OF JOIST -VALUES ARE FROM END OF JOIST a4—u E
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. INIErIW1 PREs4JRE co6FICENr ./-aie
IYPomMSE FILraR
0'-0" MAX.
16 O.C. TYP. 1— Bin EOIo
Roa ERE No
—R orAo Taro IwsF
ReaR IRE l n/IRers
•R'MTNa O F F WILL"rlDofy RaOF WA
IbgeE PF11 BIIR➢Rr0
Q Q IWF NlC Pf.VIECIION-E IP
wRRrua sham us+rE xR Irse soulaE FomAGE
REVISIONS
REV DESCRIPTON DATE I BY
............ ............_.._. .___._.—.. _-...._--------_ .......... _..__.___ __.__._._ _................... ..........._..__ ..--..__.. ------------ ........_.._ ..__ _............. ___.....__
_ t m Br: MTB
LJ mom. 11-15-20
Q sRRN: NTS
Lil uRe°�h. Le-S-LBE-170D
m `\\\\A�VI T
�
..1r ENS
a
64608
LLJ
I �J.:. 5T4 TE r=cis
OF
P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6 '� /i(�•••• •' \�
JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS 4'-0" OR 6'-0" Q //�" I.1F. ^\\\\
SCHEDULE FOR SIZES OPTIONAL PORCH /////111111110
2 & 3 SKID FLOOR FRAMING PLAN 0 'Wid.W T....#6 P.E.
Q Florida U.B.I 6{608
She"e FBPP-5 OF 7
L . L_
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20 HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
Coo[-N
*A7rA
1}"x1}" NOTCHFOR EACH JOISTPROIErnoNEta 4=
OIST TO SKID WITH fj"x4" u>,owEW OR (2) SIMPSON H-3 v.-im"a,
° 5 (OR EQUAL)AT EACH CROSSING f�wasoaE
12" LAP SPLICE FASTENED WITH (6)A"X4" MFA.WL�PRESAIRE CCERICiFNT
LAG SCREWS ON INSIDE, (3)fl"x4" LAG JOIST TO SKID OA—F�•
SCREWS ON OUTSIDE (9 TOTAL) nEw�n
• CONNECTION
N'MIING a WA .DDGi RODE WA
4ffx6ff P.T. SKID SPLICE
NMIOGNE AMRCMN CYLE No
HUNNXM'E SMRIER UYGE IN
SOWAE EOOTIGE
WALL SHEATHING REVISIONS
REVI DESCRIPTON DATE BY
3.5"20GA. STEEL STUDS 016"O.C.
I
I
3.5" 20GA. STEEL
�.� SOLE PLATE SECURED FLOOR SHEATHING
WITH 1%%4"LAG
6 SCREWS ®16"O.C. FLOOR JOIST
• I
I
1.6 r __________________
SENCO K28 (OR EQUAL) NAILS,TWO I
- - - - ROWS 1.5"FROM THE EDGE, ® 12" __ _ _ ____
________.__._._.___. _ _ _ _ o,,,�ev: AIiB
O.C., STAGGER ROWS 6-, j owe 11-15-20
2X BLOCKING BETWEEN SKIDS AT NTS
3"x6"SPLICE PLATE FASTENED WITH 2"z4"BLOCKING BETWEEN SKIDS Q sm�
(5)—SENCO K28(OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST LJ W 1. LE-S-LBE-170D
EACH SIDE SECURED WITH (3) 0.120"x3- WITH (3) 0.120"x3" NAILS ®12"0.C.
EACH SIDE STAGGERED
)7 ff NAILS 012"0.C.STAGGERED \ \\```�%% IIT. & 11//
-- — -- -- 2)-2--x6 P.T. SKID-- ------ _WALL TO FLOOR \\ :: �,-ENse
SPLICE/SECURING CONNECTION DETAIL W -- 64608Lo
-- =- -- —
Li
_*= * *=
yyy �•:, STATE
TOP LINE ENGINEERING,-C I/I
J TRUCTURAL ENGINEERS J -j-T`•. F0 ORIDP
E.Neary,III
SMP-51iIISMI79,ICC5185040 --''�
10649 Oakview Pointe Terrace D' Maeh..T.Baldwin P.E
Gotha,Florida 34734 O Florida {608 orida u�•ns•
r Sh..L FBPP.-6 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20 HVHZ APPROVED
50'-0" MAXIMUM BUILDING LENGTH /C\
ELECTRICAL SYMBOL KEY �� 409 DIXON STREET
VIDALIA, GEORGIA 30474
RECEPTACLE `` PHONE NUMBER: (912) 538-1888
240V WINDOW HEIGHT, LOCATION�� moE VER9DN CODE INFOR TIN
2 [TY MAY VARY
40 RECEPTACLE AND AND TARE OPTIONAL /
WMIPADNRER
BUMND RrPE
SINGLE POLE / WNRIRUCIIDN T9E V-R
SWITCH ""PP01F`f10N N01"
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS
THREE WAY MAY VARY WITH A MAXIMUM NUMBER OF ? LIGHTS AND 6 OUTLETS PER LAYOUT 0C1 My
SWITCH "u w" Nuv—°`sroRlEs
RISC"D SPEED v.-rlaM
CEILING MOUNT \ I—SURE waA m
LIGHT FIXTURE °'E`DSOflE
I DIrFAIVL PRESSURE "aCDERICIENf �/- R
WALL MOUNT \ /
NPoHfMSE FICfOR IA
LIGHT FIXTURE ``` ��/ RDDP Duo ray Ions
SEE VARIOUS END WALL /-� SEE VARIOUS END WALL R00F 0 1DAD '0P57°N °M.1O'A
FLUORESCENT 'or FRArdING sErTloNs FOR J\Y/L/ FR4MwG SECTIONS FOR R°—
LIGHT FIXTURE WALL AND DOOR FRAMING WALL AND DOOR FRAMING DR uIE raD "/,asps
W \• / ICOIR6PER UJlell N°RWR.RDDF W
J❑ JUNCTION BOX RURRrwE vRortcn v uSIGE w
> NURwcwE ya1TER us.V;E
SDUNE NDfbE
\ REVISIONS ras
REV DESCRIPTON DATE I 6T
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
R
ELECTRICAL NOTES:
1. ALL WIRE TO BE #I? THHN SOLID COPPER WITH GROUND. \ i
.FIXTURE LOCATION AND TI'PE MAY VARY
--,
-_--- �-..ram:-.�71. GE'-Idles .,L_�.R w�_ ✓vd,:..-,::1,..r.L�T _-=---- _ _ _ o�wR-er' - -- - ---
----------- ------ _---_------------ - -- - - _ _ ___ Mre
4.20A GFCI OUTLETS w mu, n-Is-zo -
5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUI 8 P.ECEPTACLES. ,,T_t T, t1&1eNGINE>;x111G L- �•° NTS
5.ALL SWITCHES TO BE AT 48"-52" A.F.G. T L sraocrunAL ENcwerxs X bJ/: B-S-LBE-1700
7.FLUORESCENT & LED LIGHTS MAf SUBSTITUTE FOP. INCANDESCEtIT LIGHTING' William E.Neary,III Ego ``'NU111111�ii
BALL OUTLETS TO BE GFCI SIAP-51,SM1-79,ICC5185040' \�����E ....T.:.,ea`��i��
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER, 106490akview Pointe Terrace Q
CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO
._ --Gotha,_Florida.34734 Lj
P.MT- RIGID METALLIC TUBING w - ' e4608
358.30 SECURING AND SIJPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH STATE
300.13 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPOF.TED IN ACCORDANCE WITH 358.30 (A) AND (B). 1
1 OF r��
(A) SECURELT FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (I OFT). RJ ADDITION, 1i�^`• FL c R ID N
EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECUREL-( FASTENED WITHIN (3 FT) CIF EACH OUTLET BOX, Q �i
MENNEN=
JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION. �q�1111U
EXCEPTION NO. 1: FASTENING OF UNBP•OI,•EN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO CC
H- ,w T.Baldwin P.E.
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT). �.� Flo6d Flodd uo°D°e#64608
.. w
Shoot: FBPR-7 OF 7
w
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20 **HVHZ APPROVED