HomeMy WebLinkAboutManufacture CertificationFlorida
rIegrtment of Business FLA Manufactured' Building Programr." fGS51ona0 RegLl1aholl2601 Blair Stone Road
Tallahassee, Florida 32399-0772
Phone,,850.487,1824• Fax 850.414.8436
t�l y Beshears, Secretary Ron Qe.Santis, Govemor
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, Mtihufactured Buildings for Installation in Florida.
Construction or modification on a manufactured buildigg 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 an'd 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
indlcated [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 installatiowissues 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.renewai notice. by
Email generated by the BCIS (www.floridabuilding.org) 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.floridabuNdin . [g to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sinnccerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Top Line Engineering, LLC
__�4+_TOP LINE ENGINEERING, LLC
STRUCTURAL ENGINEERS
December 22,'2020
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
Plan # LB-S-LBE-170D-20
Dear Mr. Campbell,
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, 7rh Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
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/manufacturer 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 Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
,iLfully,t
e
lliam E. Neary, rl
Business Partner
Top Line Engineering, LLC
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
PTIONAL PORCH-4' OR 6'-1 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
VAULTED
SLOPE
AULTED
SLOPE
I p
p
( W
SLOPE D
( �
SLOPE
IO
7
��
DARD!RIDGE
L
D
3.5" 20GA.
METAL FRAMI
.ni
e
END WALL
TRUSS
0 24" O.C.
SP
SLOPE
END WALLTRUSS
ROOF SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL
- STANDING SEAM STEEL
- ASPHALT SHIGLES
T� L TOP LINE ENGINEERING. LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SPJ11-79, [CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
WALL STUDS
ROOF FRAMING PLAN LRAFTERS FOR CONTINUOUS IN-LINELOAD( TRANSFER PATH
MAXIMUM DESIGN PRESSURES
170mph BASIC WIND SPEED
1
1 2n
I 2r
I 2e
I 3r
I 3e
4
5
ZONE
+21.8
-48.2
+31.9
1 15.2
+17.4
-62.6
+17.4
-24.7
+31.9
136.9
+31.9
1 15.
+31.9
-35.5
+38.2
-48.4
Please note: Any questions regarding local permit$ng should be directed to the Manufacturer.
The -Manufacturer's contactinfornnaffon can be found In the tithe block.of the plans.
APPROVED FOR HVHZ
FBC 1626.1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HLBrrmoN AND THAT HAVE A FLOOR AREA CIF
720 SQUARE FEET (67 0) OR LESS ARE NOT REQUIRED TO COMPLY \11TH THE MANDATORY "DBORNE DEBRIS IMPACT STANDARDS OF THIS CODE.
GENFRAI NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4. R402.1.
4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
S. ALL LUMBER FOR CONSTRUCTION WILL BE /2 SYP EXCEPT AS NOTED.
6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND
PER
REQUIREMENTS.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED
PLANS AND THE FLORIDA BUILDING CODE.
8.IN ACCORDANCE WITH FBC 1609.1.2. 'STORAGE SHEDS THAT ARE NOT DESIGNED FOR
HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE
NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDSORNE DEBRIS IMPACT STANDARDS
OF THIS CODE'.
9.IN ACCORDANCE WITH FBC 1010.1.1. EXCEPTION (10.) BUILDINGS THAT ARE 400 SO -FT
OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND
TWO-FAMILY RESIDENCES PRE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THIS CODE. STRUCTURES 400 SO -FT OR MORE SHALL HAVE AN
60" MINIMUM DOOR.
10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (I)D. LAWN STORAGE BUILDINGS AND
STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT
SUBJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND
LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION.
11. MT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS.
TRUSSES. CHORDS. ETC. TO HELP SECURE THESE MEMBERS. PROVIDED THAT THE ADDED
BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREWS/BENDS IN THE STRAP.
12. AS PER FBC SECTION 1626.1 EXCEPTION IF): STORAGE SHEDS THAT ARE NOT
OESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720
SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE
DEBRIS IMPACT STANDARDS OF TH CODE
13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION.
14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE
REGULATIONS.
15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT WILL BE APPROVED BY THE AHI
AND LOCAL REQUIREMENTS FOR PERMITTING.
16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL
OF THE LOCAL AHI AND LOCAL PERMITTING REQUIREMENTS.
17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS
INSTRUCTIONS.
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
AV
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
IXIOWL PRf5 E COERX4Nl
PmrPrcE PncraA
wor o6w ID.o
AoaF LM Lao
noon ou.D Low
nooa uc Law nines
LLJ
I- 6T MIB
Q
oak 11-15-20
W
n� NTS
x
-t- LB-S-LBE-170D
o
.....q
NO. •';Zi
W
= 64608
Lo
I
:: STATE �`
�i� '•., 0 R I 0 N
..
L.L
O
M.Hh- T. Baldwin P.E.
Florida License 64608
�
SAreL: FBPR-1 OF 7
3.5"-20GA METAL COLLAR TIE. 4'-0-
LONG ATTACHED WITH (2) 010 SELF
DRILLING GRABBER SCREWS EACH SIDE
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
ROOF PANELS FASTENED
WITH .25 14z.75" HWH TRAXX/1
AT 6" O.C.
3.5"-20GA METAL STUDS.
SPACED AT 24" O.0 MAX.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
3.5" BRACE AT 3'-D"
ABOVE FINISHED FLOOR.
ATTACH TO EACH STUD W/(2) d10
SELF DRILLING GRABBER SCREWS.
(1) INTO EACH FLANGE
_ SHEATHING FASTENED W/
58:1.5" GRABBER SCREW (OR
EQUAL) AT 6" O.C.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" O.C.
OVERHANG OPTION DETAIL
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH S3 DRILL
POINT AT 6" O.C.
VARIES. 6'-0" TO 13'-8"
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND " TO 5 —
FRAME SECTION BRACING SPACING
L' TOP LINE ENGINEERING. LLC
ST. __' ENGINEERS
William E. Neary, III 3.5-20GA METAL STUDS
HMViH ON P P:R®1V E D SM P-51, SMI-79, IOC 5185040 SPACED AT 24" O.0 MAX.
10649 Oakview Pointe Terrace
Gotha, Florida 34734
OVERHANG OPTION DETAIL
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
mrmcuena Trv[
roa vm¢cnox
� suvusaox snm
aaaw.acr
vua..e� w.an s Wows
ewc 4vm srtm v.-na..
oansu¢
oaua+ra v�ua[ cCErT1aM .,- cue
o.voam¢ r.cme
amr oao vuo
a.,or u2 �n.o
noro or.o aro
noon u�c uro �v,rnv
A• x.1ec s wu. Hoar xoar v.
anus vw waovc
weaa+a ocorzero. uvo[
wawa sunv u;+a
sa.ev[ roor.¢
REVISIONS
Q
MTB
DAc
LJ
I1-15-20
s ws NTS
x
—F. LB-S-LBE-170D
T
's���i
LICENSELLJ
J
HW-•
64608
�*� * 9*�
I
STATE
�•
U.tth— T. 8.1d.in P.E
O
NvriGa license 164608
sneeL FEIPR-2 OF 7
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
(SEE FASTENING SCHEDULE) — J" T-111 WOOD SIDING TOP PLATE
— HARDIE PANEL STUCCO AND T-111 SIDING
END WALL — HARDIE BOARD SIDING
— POI YCARRONATF GRFFNHOUSF PANFIS
/ /
3.5" 2
A. STEEL
BRACE W
(2)
#10 SELf
TAPPING
SCREWS EACH
4x4 P.T. POST
EN
(1 INTO
I ACH FLA
E)
:%T
3
20GA.
(2) LTS-12
3.5" 20
. STEEL
EEL S
E PLATE
OR LONGER
STU
CJ 24"O.C.
MAX.
t
(SEE FASTENING SCHEDULE
FLOOR
FRAMING
4'&6' OPTIONAL PORCH—]
50'-0" MAX.
..L' TOP LINE ENGINEERING, LLC
STRUCFUML ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
STANDARD WALL DETAIL
S,RAP & FASTENER SCHEDULE JAI
vml/am
vwE nsRm
���
vrovi<i
tsn-7e
-ioo
-
°wgNOG
mnvnnva
WA Lula1
Hn�
vmsnvse
.smu
nao. rnsom�
xba..s
svv. u-.a:
m
aw�r
sro„ sr •.ou
um
SRiAP & SD N S ONG-DRNE&SD SCREM SCHEDULE
•vLL�ioat
ascL
.Ns ruRc, r
u rs,Dm�
"•^O1
sm
.-moor .minx
-
1,aa,
-
irA//06c
uRpE
.4L rsRQA HOOv
naaw
uss
wminrl<
wrr
..0 rsmmi Rum rnom�
vau N• mr
- -
sro-. v-.nm
um
_ _
• *vv Nam
a Ri°oaav ves�roc
.-
.
a warms ovd
a• sw..
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
almsvwa TflE
LRE ERmttnON
omm — mun
nma+n vrwmE «cvTcaHr .,- .1.
H�L•� E•ao° �A
nna uc �n vsns.s.
v- R•Lex a .•us. scat Par iv
vER euvnvc
Humor c °aaiEnaN La.cc
Na+mu.¢ sHLuw D+cc
sawn ramz nv mn. n,as
Q
Dac „-IS-20
NTS
X
—1: LB-S-LBE-170D
~L%CENSE ••'
:5
���i
Qi
•':
J
c NO. Z
W
i 64608
NU)
I
' v •
�i STATE
10
O
/ ``````
g
� �/O 1 1 �0�
J
J
-t, T. Wd.i, PZ
S.6dc U...s Eosoe
FEIPR-3°OF 7
u• ewcE •r r-o-
Ve01f itr051'/ w/(2)
• Wil TD FILH STUD #1010
5[V DRM1LMO QO.E@m SfR 5.
(1) MO EWl nlxOE
u• ea•a •T rd
.ROVE ilx9m p)
•ITsol ro [•ol mo v/pK
sar oxuLac 6Taaazn screws
(1) Drto E•M fi•xri
END WALL FRAMING OPTION
END WALL FRAMING OPTION
!ou x[vL 6R.TOO+O. u• tF•cE •T s-0'
cxE�.t (iiwiDrn'w�x n/+iu .mcx ro r•�cx sTuo�w/(i>ia
SE{i ) 0DRWOILLWOt SCOEwS,
(1rao vol EV.x¢
OrA wn.L BMfet4 03' BDrst •i 0'd
bLYI [MD TO SlUD3 w/ (]) VBOVE IW610D ROOF.
'SCwS, (I) Wf0 CKx MXGE •rbiw Dmluw ro CKx mo w/(]) /10
sELr auemx scxEws
��� (1) vrta dLx rux¢
.S] TOP LINE ENGINEERING. LLC
ST... ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
END WALL FRAMING OPTION
END WALL FRAMING OPTION
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 "" HVHZ APPROVED
11ll��
409 DIXON STREET
VIDALIA. GEORGIA 30474
PHONE NUMBER: (912) 538-1888
wmwcnox TrvE
rss wmnrnox
mE vsvla®ow snm
oa:mucr
!OG YLTK 6WOxO. 41➢wW1£ IOOdwA D<SIDn6
1 uv�l ) 0
clsw.s (1urto EApI 11•xG[
raasuvE
�� wansms oaysm
OOEIOLY. GI✓ImINE COEn1DExf ./- Ore
sIN.NfYaZ E•CfOY
O[W INO
ROM Lth LOW
OF..D LOW iaPY O
nmv Inc Ino nnnry
71• R.ONO K wNLi ROOO. ROOT 4•
xOL RES im BWDo4
xWYJNE NNRf1Y1 vSWE
� nN0I0v6 SfLIOt USWE
SgW2 E001.¢ ne SOn. u 162
1nA[x CWI Ov0 ro moS w/ (])
Ilo scPLws. 11) DrtD r•cx N•xoE
w
on.v � u1B
Dom 11-15-20
S a. NIS
uovx/. LB-S-LBE-170D
Q
W
I I T II....
O
CO`���'�
`````��
r•`• '
''•:�jy�ii
UCENSe
NO. t2�
64608
LLI
W
� •0 `: ; � �
i1 STATE
��i� •'•.
N
0 R 10 P
" IO I 11
M.M.w 7. Baldwin P.E.
Q
rloddv Gc— 164608.
FBPR-4 OF 7
ei
Z]
- w
—Ti �i.'—Ornl>�a�rr�NNtu�
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
8
6'-0"
15"
42'
8'-0"
18"
60"
10'-0"
18"
84"
11'-0"
24"
84'
11'-8"
28'
84'
13'-0"
36'
84"
13'-8"
40"
84-
'VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
W T I
6'-0" 2"74"
6'-1" TO 11'-8" 2-x6"
> 11'-8" 2"xB"
•NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
-FLOOR SHEATHING SECURED WITH 2J'XO.113- NAIL
(OR EQUAL)
0 6" O.C. MAX EDGE AND FIELD
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH
A
B
6'-0"
12"
24"
8'-0"
16"
32"
10,-0"
20"
40"
11'-0"
22"
44"
11'-8"
24"
46"
13'-0"
26"
52"
13'-8"
28"
56"
'VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
2 & 3 SKID FLOOR FRAMING PLAN
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
rm: awns smOt .oa
occwmcY
.ua..ac taucm ae sloes
eac •vo snm ..-,ro.,.
nsosunc
t>�aE
wOw.i vnt E Catarmn
roan.,¢ wcron
root iKAD to.o
roov u+c Laa
noon orAo Ca.o �rov o+
Oaou t„s �n.o nmeas
v- wwc a •ras. n4a+. root v
w+ ramm
.mar c caa� irs.cC
,amaux vc„Cx vs.nc
save raouz ,. eon. a gas
L,J
i
oeU 11-15-20
WScw:
1115
/: LB-S-LBE-170D
0
11/////
`"%%111T
g
`EW.......•.Bq(/��i
-Se
��e NO. tZi
J
LJ
_64608
V)
-
. STATE
O
�i�FS••...._._.. `�
`
�10 i i i ►
Of
Matti— I BNd•. P.E.
O
eori4a aceaaa weDe
O
sneer FBPR—5OF 7
12- LAP SPLICE FASTENED WRH (6)�'x4'
LAG SCREWS ON INSIDE. (3)Tj"x4' LAG
SCREWS ON OUTSIDE (9 TOTAL)
35x6" P.T. SKID SPLICE
'1.5
SENCO K28 (OR EQUAL) NAILS. TWO
ROWS 1.5' FROM THE EDGE. ® 12'
O.C.. STAGGER ROWS 6'.
3'x6" SPUCE PLATE FASTENED WITH
(5)—SENCO K28 (OR EQUAL) NAILS
EACH SIDE
(2) 2TTx6" P.T. SKID
SPLICE/SECURING
TOP LINE ENGINEERING LLC
STRUCT _ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
3.5' 20GA. STEEL
SOLE PLATE SECURED
WITH a x4" LAG
SCREWS 016'O.C.
1J-01- NOTCH
FOR EACH JOIST
ATTACK JOIST TO SKID WRH �'x4'
LAG SCREW OR 12) SIMPSON H-3
(OR EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
WALL SHEATHING
—3.5' 20GA. STEEL STUDS 016'O.C.
FLOOR SHEATHING
—FLOOR JOIST
2'x4' BLOCKING BETWEEN SKIDS J � 2X BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) 0.120-x3- WITH (3) 0.120-x3' NAILS 012.O.C.
NAILS 012'O.C. STAGGERED EACH SIDE STAGGERED
WALL TO FLOOR
CONNECTION DETAIL
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
AMIN(
-
409 DIXON STREET
VIDALIA. GEORGIA 30474
PHONE NUMBER: (912) 538-1888
enrx.n xx¢ax+L tovrxAtrt y- e.�,
naox urc uva nnmv
v PnTxY: a .vuz Hoax. xoor WA
w
M1^•^ A^ MTB
Q11-15-20
e
w
e NTS
—k.. LB-S-LBE-170D
5
'`y��
_J
e:
��r NO.
W
64608
V)
�. STATE
JI
j::�t�`
i�,�••.. �O RIDP
�I0 I II
Of
p
Mattne. T. Baldwin P.E.
noddo uaexe 646M
p
-0
FBPR-6 OF 7
ELECTRICAL
SYMBOL KEY
ttt111
RECEPTACLE
40
240V
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
-0 i�
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
Pil
JUNCTION BOX
0'-0- MAXIMUM BUILDING LENGT
WINDOW HEIGHT, LOCATION —
AND QUANTITY MAY VARY
AND ARE OPTIONAL
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS
MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT
:2 \0
SEE VARIOUS END WALL N SEE VARIOUS END WALL
o FRAMING SECTIONS FOR J\Y// FRAMING SECTIONS FOR
WALL AND DOOR FRAMING \ / WALL AND DOOR FRAMING
W
I
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
J
ELECTRICAL NOTES: Y
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND.
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
8.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.
RMT- RIGID METALLIC TUBING
358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH
300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B).
(A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (LOFT). IN ADDITION,
EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHIN (3 FT) OF EACH OUTLET BOX,
JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION.
EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT).
0 'FLINE ENGINEERING. LLC
STRUCNRAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-5-LBE-170D-20 *** HVHZ APPROVED
f
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
Wwwnww
alanxc lrr6
wsaurnoM t+vE
m6 r6artrnox
ocavuc
rnansu�
an0twl vxa nc comncnr 15 o.0
o,ramxrc rrnan
uoor ou, tow
rsoor uv6 tno
noon ocw tow tarn a
'nY�ERC R er]!5, n0,fi, POOr N�
PFA 19Y1Do0
M61Rr.,lC WN2CnOn l4Y{ o
LJ
MTB
W11-15-20
kd : NT$
X
emnF LB-S-LBE-170D
T 111"
```N ��,i
\1;
.............. to
J
,"�,:•• �%CENSC
Q;
NO.
LJ
L I
64608
=*'
F
Co
O •i
aSa;' STATE
��� •,,� •
J
FS G�
1,1111111111W
of
M.tth- T. Baldwin P.E.
U
Florid, Ij— 64608
W
w
5—t. FBPR-7 OF 7