HomeMy WebLinkAboutConstruction PlansTE-DOWN SOUP BOLTED TNRU
BOOR JOBT Wm1 1/2' GRADE 5
.LT MNAIOM WNN WASHERS
1/2'.a• (4,000 LB) CONCRETE
WEO:E ANCxOR WRH WAsxw'
TE-DOWN SOUP
(SEE NOTE)
TIE -DOWN SOUP DOLTED TO ME
a µCHpppp x t/r Dust s
BOLT WM ULI WITN WASHERS
4• CONCRM , t/�'•r (ussDWLW.CSNCRtrt
1 /2'J' (IA00 LBJ CONCRETE
WEDGE ANCHOR WIN 2' WASNw
_ SOLE RATE (INTURILLY
DURABLE W00D OR P.TO
�EOBTING
4• CONCRETE
ME -DM STRAP BOLTED T1LRU
FLOOR J WT/R�H I/r GRADE 5
BOLT MIWMIAI WRB WABIYOs
(NIR ! BOLT DR TAD BOLT)
TIE -DOWN BD.AP BOLTED TO TYPE
a ANDDR WTnI 1/2' GRADE S
BOLT MRr WITH WA91ER5
(4,000 18) CONCRETE
WEDGC ANCHOR WON U-DMNNE.
LOPE !)
1/2'J' (4,000 LB.) CONCRETE
1/4'atl' LAG BOLT
WEDGE ANCHOR W_ 2' WASNR
O f2' O,M MAX.
INS P.T. SCRE PIATE5I1
FXBTINO 4• m4ou TE
(NUT k BOLT OR 21
1/2'J' (4A00 1BJ
WEDS ANCHOR WITH
ANCHOR SPACING IS DESIGNED AS PE
ALL MEASUREMENTS ARE CENTER -TO -
TIE -DOWN STRAPS TO BE MINIMUM I.
CONNECTING HARDWARE TO HAVE 4.7:
ALL EARTH ANCHORS SHALL HAVE A I
EARTH ANCHORS LOCATED AT EACH C
SPEED, AND EXPOSURE ANCHORS N
CONCRETE ANCHORS TO BE SPACED I
CONCRETE ANCHORS TO HAVE A MINA
MINIMUM SOIL BEARING CAPACITY IS 2
EARTH ANCHORS AND CONCRETE ANCI
CONCRETE BLOCKS CAN BE OPTIONAL!HOLLOW OR SOLD CONCRETE BLOCKS
M SYP 12 DN S' WIDE OR LESS
2aI DR (1) 4aB P.T. SYP 12 SOOB
V.SE(G BE SET ON GROUND).
. 4• CDNCREIE
TYPE 1
'1
TYPE 2I S
30' DINE
ANCHOR
30• MGM
FOR ROLK/CORAL
MR SOIL/WY /
D
TYPE 3
TYPE 2M
ANGHOR CDFDREIE
3D' AU
WITH EXPANSDN
BOLT
A/ICH
FOR SOIL
TYPICAL ANCHOR TYPES
1) 414 SN /2 ON W WIDE OR LESS
ALL ElSF(LANT BE SET ON GROUND).
TC-TOWN STRAP
WITH (e) fsml
30' EARIN
ALDER STYLE NR S
DRNE SME FOR NO
ROTING r CONCR
TE-D." STRAP BOLTED THRU
FLOOR JOBT WRR 1/2' GRADE S.
(1) 4a4 Sro /2 ON B' WDE OR LESS BOLT LONARYM WITH WASHERS
TALL usgR (1) 5 P.T. #2ON D}O s SORT OR 2j'uD BOLT)
OE -DOWN STRAP W 3/16"
GkVAN=sTm TAKE
(SEE N016) Wml/rLT'E OLi AMER SF&E
D4 RABLEUE IRATL (NATIYIWLT 1/rar (1,000 LB.) CONCRETE FOR SDD/CIAY, DRWE STOE
WWOOD WEDGE ANCHOR WON r w— I.'�I MR ROCK/COIAL
-----' � " wBI1N0 {' CONCRETE
".I[ 1j%RMNFO� I
- SAP TO 1 44 SYP /2 ON C WOE OR LESS
ORWNO ANDOR WWO1mH 1/Y 2.0 OR (1) 4.5 P.T. SP /2 SNDS
GRADE 5 BOLT MwMW WON AIL EISE(GN BE GET ON GROINDA
W4NERS. ALSO WMINIAUS AND
4a/ SYP /2 ON e' WIDE OR LLSS ATTACHED TO —0 ANCHOR
2ae OR (1) 4J P.T. SYP 12 SXDS ON OPPOSITE SIX
.BE(GN BE SET ON GROUND).
S/D' . a0' FARTR
AUxR STY E NR 5
DRAT: S MR AN
IAt7LL 4" - I /UU
AUGER ANCHOR SPACING
IADLL I H - I LUI,
ANCHORING TO CO CRETE
F 'y
NED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING'^'
TO 16'-0"
10'-0'
24'-0"
6'-0"
1` TO. 20'-0"
B'-0'
20'-0"
7,-O"
1" TO 24'-0
6'-0"
16 -0"
7-6"
BLE 2C — 120C
AUGER ANCHOR SPACING
14'-0"
6-0"
CODE INFORMATION
D WIDTH
MAXIMUM ANCHOR
SPACINGS
12'-0"
9'-0"
um elamis
1 O'-O"
1D'-0"
TO 24'-0"
10'-0
BULDNc TYPE
6'-O"
17-0"
CDbTRLDTIDN TYPE
4 Ia4 ON 1) ON B' WIDE DR LESS
2) E DR (1) 4ae P.T. SYP /2 SITOS
El LL SFjLAN BE SET ON CRWND}
FIREPROTELDDN
FORE SUPAIlES9DN sYs aw
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�D
TABLE 1 B — 140C
ANCHORING TO CONCRETE
MAR°� ABUC NUMew aF sroRlEs
1
eAVC WIYD Sr[m
v�Im/IWna�P.
SHED WIDTH
MAXIMUM ANCHOR
SPACING
O1P0A'^E
°
ENGDSURE
D1004D
24'-0"
a'-0"
INTERNAL PNf s RE COEFFICIENT
ZO'-O"
S-0"
MPGRTA CC OGTDR
1D
ROOF DF.ID LOAD
IRPsr
6-6"
ROOF DV[ IDAO
OPT moe PDN b
7E00R MAD LOAD
IePY
:a
. SJFPGNT PAD (P2, WOOD.
EwBIXDCi( OR PAD) BPm.
14'-0"
5-0"
FLOOR LIVE UMD
12'-0"
7'-6"
'W RATING of WAtu, FLOW, ROOF
W
MODULES PER BUDDING
I
xuRRrux PROTEDDN ISACE
IO
(1) 44 SYP 12 e' WEN: DR LEu.
(2) 2.6 OR (I he P.T. SR/2
AU. ELSC(CAN BE SET ON -ND}
10'-0'
e'-0"
Hu NC SISErzR USADE
NO
8'-0.
17-0'
mLARE FOOTAGE
6'-0.
17-0"
REVISIONS
REV
DESCRIPTIONDATE
ANCHORING TO CONCRETE
1
m3o
Mm
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0'
3'--5*
NO 4' CONCRETE OR OPTONAL
on PAD (P.T. WOOD, CONCRETE
t OR PAD) SPACED AT 9'-W MA1L
4/3/1B
14'-0"
5'-0"
v.
N/A
((1) 4a4 (1) OR 11 ON S WESS l,
W 4ae P.T. W/2 BXOS
ALL EISE(CAN BE SET ON GROUND).
12'-0"
7-0"
LARK BUILDERS
+"••L,ICENSF "' O
jq•
icy �STAT. OF j(y`
6'-O"
10'-0"
DD.. om` 1
. .. ..
. .. .. , .
-7"' PAD SPA WOOD. r i uiE eiva GR
PAD) SPACED AT e'-0' 1AK
'r — cGNCRETEL �61ncK APPORT P. D) sPAAG.
AT e'-o' YAK
Digitally sigI Redd
RBTNG4'CONCRETE
TIE —DOWN DETAILS
�0!!
a-
TABLE 2B — 140C
��`�
'�-7' 30" AUGER ANCHOR SPACING +
. 0.035" CALVANRED STEEL, FEDERAL SPECIFICATIONS DOB-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND SHED WIDTH MAXIMUM ANCHOR �` /
e. MINIMUM ULTIMATE CAPACITY (3.150 LB.. 1.5). SPACING
4, M 4,300 lB. CAPACITY.
('
z
t i.„«'"`b•
Matthew Baldwii
ER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE M.0 DEPENDING ON SHED WIDTH, WIND UP TO 16'-O" 10'-0"
ON ENDS.
5(� -0
_
2021.01.05
'E TA
O TABLE 1AB,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 16'-1" TO 24'-0 B'-0"
OF 4'LE (DISTANCE FROM M'DHDR 70 EDGE OF CONCRETE).
U
date:
S MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAVE MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
Q
0/.��"22-051001
JPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGI6, INC. I GDELdORCBI. OTIC82 OR EQUIVALENT)
'.8".167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED
MOtlheW T. BGIfti P.E.
Florida uGeRGI i P.
Sh-L AP-1 OF 1
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES �� _.A
0
0
PORCH-4' OR 6'-I 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
VA ULIED
SLOPE
U�iED
SLOPE
to
i�
0
i W
STANDIRO
SLOPE
i Q
i
STA
DARD IRIDG
3.5" 20GA.
METAL FRAN
0 24" O.C.
END WAIF TRUSS
END WA(111 TRUSS
WALL
ROOF FRAMING PLAN `RAFTERS ARENE FOR CONTINUOUS IN-LI LOAD TRANSFER STUDSPATH
ROOF SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL
- STANDING SEAM STEEL
- ASPHALT SHIGLES
'** Please`noIf Any queshoris regarding;locai permrffrng 3ho0d'be'directed #cahe Manufacfurer
The Manufdcfuror's contact fnforiI;CAon c'cdbe found irrth4 06 block of the plans:
OP 11NIr ENGINEERINP, U;C
S7'RUCTUNAL ENGINEERS
William E. Neary, 111
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
MAXIMUM DESIGN PRESSURES
170mph BASIC WIND SPEED
1
2n
I 2r
I 2e
I 3r
I 3e
1 4
5
ZONE
+21.8
-48.2
+31.9
115.2
+17.4
-62.6
+17.4
-24.7
1 +31.9
136.9
+31.9
1 15.
+31.9
-35.5
+38.2
-48.4
APPROVED FOR HVHZ
FBC 1628.1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF
720 SQUARE FEET (67 M2) OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
GOVERNED BY LOCAL JURISOICTION.
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 PE DOWN DETAILS FOR PROPER INSTALLATION
REQUIREMENTS TO MEET CODE.
5. ALL LUMBER FOR CONSTRUCTION WILL BE #2 5YP EXCEPT AS
NOTED.
6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY
HAVING JURISDICTION AND PERMITTING REQUIREMENTS.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE.
B. 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 WINDBORNE 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 ARE
NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF
THIS CODE. STRUCTURES 400 SO -FT OR MORE SHALL HAVE AN
80" 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. FLAT METAL STRAPS CAN BE. BENT AROUND STRUCTURAL
MEMBERS OF WALL STUDS, TRUSSES, CHORDS. ETC.. TO HEIP
SECURE THESE MEMBERS. PROVIDED THAT THE ADDED BEND DOES
NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE
STRAP.
12. AS PER FBC SECTION 1626.1 EXCEPTION IF): STORAGE SHEDS
THAT ARE NOT DESIGNED 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 THIS 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 AHJ AND LOCAL REQUIREMENTS FOR PERMITTING.
16
. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE
REQUIRED TO HAVE APPROVAL OF THE LOCAL AHJ AND LOCAL
PERMITTING REQUIREMENTS.
17.,, HVHZ COMPONENTSPI. RIT HERS REQUIRE THAT INSTALLATION PER
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-L-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1
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LONG ATTACHED WITH (2) #10 SELF
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SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
—VARIES, 6'-0" TO
FRAME SECTION
:..STORTENNEERING. LLC
TILV. ENGINEERS
--
William E. Neary, III
SMP-51,SM1-79, ICC5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWSWITH #3 DRILL
___POINT AT 6" O.C.
PANELS FASTENED SEE ROOF !FRAR
WITH .25"-14x.75" HWH TRAXX/1 SCHEDULE FOR RAFTER AND
AT 6" O.C. BRACING SPACING
3.6-20GA METAL STUDS
SPACED AT 24" O.0 MAX. -
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912). 538-1888
CODE INFOR TION_�____'____________________ROOF
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OVERHANG OPTION DETAIL
3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
_ 3.5" BRACE AT 3'-0" '
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10.
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE
_ SHEATHING FASTENED W/
#Bx1.5" 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.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24' O.0 MAX.
OVERHANG OPTION DETAIL
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LJ-170D-20 *** HVHZ APPROVED
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WALL SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- TWIN RIB ALUMINUM
- DUTCH LAPSIDING ALUMINUM
- DUTCH LAPSIDING STEEL SIDING
SECURED WITH (2) H3 OR EQUAL
- 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
(SEE FASTENING SCHEDULE)
- J" T-111 WOOD SIDING
- HARDIE PANEL STUCCO AND T-111 SIDING
END WALL
- HARDIE BOARD SIDING
- POLYCARBONATE GREENHOUSE PANELS
END WALL
3.5" 20GA. STEEL
TOP PLATE
3.5" 2CTA.
STEEL
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h--4-&6- OPTIONAL PORCH—
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TANDARD WALL DETAIL
TOP IlNyE ENGINEERING
STRUCTURAL ENGINEERS'
William E. Neary, III
SMP-51, SMI-79, ICC5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LJ-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORAUTION
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PHONE NUMBER: (912) 538-1888
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END WALL FRAMING OPTION
END WALL FRAMING OPTION
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STRJI('TU1tAL ENGINEtI'S
William E. Neary, III
115• EEE 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-LJ-170D-20 *** HVHZ APPROVED
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SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
B
6'-0"
15"
42"
8'-0"
18"
60"
10'-0"
18"
84"
11'-0"
24"
B4'
11'-8"
28"
84
13,-0"
36"
B4"
13'-8"
40'
84'
'VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
JQISI »
2"x4"
6'-1•' TO 11'-8"
2"x6"
> 11'-B"
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-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'-O"
16'
32"
10,-0"
20"
40"
11,-0"
22'
aa"
1 1 ,-8"
24'
46"
13'-0"
26"
52"
13'-8"
28"
56'
-VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LJ-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
on"
LAP SPLICE FASTENED WITH (6�'x4"
SCREWS ON INSIDE. (3)A'x4" LAG
EWS ON OUTSIDE (9 TOTAL)
51
4"x677 P.T. SKID SPLICE
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5' FROM THE EDGE, 0 12"
O.C., STAGGER ROWS 6".
3"x6" SPLICE PLATE FASTENED WITH
(5)-SENCO K2B (OR EQUAL) WAILS
EACH SIDE
(2) 2"x677 P.T. SKID
SPLICE/SECURING
NOTCH
FOR EACH JOIST
4AT'.rAC%JOIST TO SKID WITH 7l'z4'
SEW OR (2) SIMPSON H-3
(OR EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
WALL SHEATHING
-.3.5' 20GA. STEEL STUDS 016'O.C.
3.5' 20GA STEEL
SOLE PLATE SECURED
Wm1 }�'x4' LAC FLOOR SHEATHING
SCREWS O76'O.C. FLOOR JOIST
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2'x4' BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) 0.120k3' WITH (3) 0.72O'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-U-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1
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ELECTRICAL SYMBOL KEY
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RECEPTACLE
40
240V
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
i�
v
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
❑J
JUNCTION BOX
ELECTRICAL NOTES
50'-0" MAXIMUM BUILDING
WINDOW HEIGHT, LOCATION -Z
AND OUANTItt MAY VARY
AND ARE OPTIONAL
/
NOTE:
ALL ELECTRICAL EQUIPMENT
SHOWN IS OPTIONAL AND
LOCATIONS
MAY VARY
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0
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SEE VARIOUS END WALL
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FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
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WALL AND DOOR FRAMING
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OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
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 (10FT). 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).
T,.� L'rOP L1NL L'NGINFL•R(NG, LLC
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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-S-LJ-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-181
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