HomeMy WebLinkAboutEngineering DOr-a�errmieonntaoifi:;�Be,6:,w6in��mm
F d it Pro La Manufacture Bi ding gram2601 BlauStoneRoad Tallahassee Fly 32399-0272
Phone:.850.487.1824•Fax:560.414.$.M
Halsey Ele fears, Secretary Ron Mdnds,Govemor
June 11,2019
Melissa Smith
Smithbilt Industries,Inc.
1061 Highway 92 West
Auburndale,FL 33823
RE: Manufacturer Certification,ID MFT-208; Expiration Date:June 11,2022
Dear Melissa Smith
It is my pleasure to inform you that Smithbilt Industries,Inc., located at 1061 Hwy 92 West,n/a,
Auburndale,FL 33823, has been approved under the Manufactured Buildings Program,as
provided for under Chapter 553, Part I; Florida Statutes,to manufacture 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 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
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.
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 renewal notice by
Email generated by the BCIS(www.floridabuildino.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.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
i
ITH81ILT
INDUSTRIES ,=;M
Smithbilt Industries, Inc. does not require a building permit for delivery, however
the city/county does. To apply for the permit, you will need a copy of the order
form, digitally signed plans provided, and a copy of your property survey to
submit online to your local municipality.
See FAQ on our website for further information, www.smithbilt.com
If you have any questions, please call the factory (863) 665-3767
ou.
l �.
Thanky
We appreciate your business!
00 or, TABLE 1 170r, TABLE 2 1 70D
:_ SMITHSIL.1'
ANCHORING TO CONCRETE
MUM ANCHOR _3 PA 0 AUGER ANCHOR SC
SHED MAXI I
WIDIH SPACING
MAXIMUM ANCH65,
24'-C" 4'-0" SHED WIDTH
SPACING "';"
20"-C" 6_0" _A - CODE-INFORMATION
IYFE 1 IYPE 2A� TYPE 2B_
30" DRIVL 30"AUGER 30"AUGER 6'-6" UP TO 16'-0
ANCHOR ANCI JON ANCHOR MP
FOR ROCK/CORAL FOR SOIL/CLAY FOR SOIL/CLAY 7'-0"
INSTALLED PER
MANUFACTURER'S INSTRUCTIONS. 8!
EYELET AT MAXIMUM.OF 6"
ABOVE GRADE. 16' Tr-1 TO 20'-0" 6'-0 Lwai:tOIaIat
IYPE Z ic'-o" 9'-0"
CONCRETE ANCHOR
II WITH OR W/O HRACKE 10'_0"
TYPICAL ANCHOR TYPES
241-C" 4'-0
Lm �'v I- ---------
O O Hux>+v/xE.ls��aax us+a
REVISIONS
REV DESCRIPTON BY,
TIE-DOWN STRAP BOLTED THRU
w.h.i
FLOUR JOISI Wl.IF. 1/2- GRADE 5 (1) 4x4 SYF #2 ON 8' WIDE OR LESS.
TIE-OUWtl SIRAF (1) 4x4 SYP #2 ON,8' WIDE OR LESS. 80LI MINIMUM WIIF WASH-HS (2) 2x6 OR (1) 4xf_ P.I. SYP #2 SKIDS
(SEE NOTES) (2) 2x6 OR (1) 4x6 P.I. SYP #2 SK.bS (NUT & BOLT OR jx2j" LAG BOLT) ALL ELSE(CAN HE SLI ON GROUND).
'2� 2X H
ALL ELSE(CAN 13E SET ON GROUND). (ALL ELbSI6(Cl
TIE-DOWN STRAP 801.10) IU IYPL MTIj
3 ANCHOR Wilh 1/2-GRADE
5 1 3/8/17
WASHERS 90LI MINIMUM WITH 1/2" x 30" FARIP. ANCHOR
wllF EYL HOLE: AUGER SIYLE N/A
1/2-x3" (400 LB.) CONCRETE FOR sbL/cLAY, DRIVE SIYLL I I" SMITHeILT SHEDS
WEDGE ANCHOR WITH'U-CHANNEL -0 FUR ROCK/CORAL LI i
,N%%%1111111111",
(TYPE 3) F 7y. j
LLXISI NG 4'CONCRETE L 4" CONCRETE ON OPIIONAL SLPf'OHI
PAD (P.T. WOOD, CONCRETE 13LOCK
OR PAD) SPACED AT 8'-0' MAX.
ip "�JATE OF /10
D�
le,
IN A L
TIE-L;OWN NOILS: ...
z
I ANCHOR SPACING IS Ut�SIGNLU AS PLR ASCE-1.
i ALL MEASUREMENTS ARE CENTER-TD-CENTER. Digitall -e h.
J. TIE-DOWN STRAPS CAN HE MINIMUM: I-j'x 0,035"GALVANIZED SIELL, I'LULRAL SPECIFICATIONS OUS-/81-H, IYPL-1, HNIS).-13, GRADE-1 ON
1/4-STEEL CHAIN WITH MINIMUM 1,200 LB TENSILE STRENGTH
4. CONNECTING HARDWARE TO HAVE 4,725 LEI. MINIMUM ULTIMATE CAPACITY(3.lbt:LB. x 1.5). Matthew Bbidwin
t'. ALL EARTH ANCHORS SHALL HAVE A MINIMUM-f.300 LB.CAPACITY, , .
6. EARTH ANCHORS LOCATED AT EACH CORNER; MAXIMUM 16",FROM END (4 MINIMUM PER BUILDING),AND SPACED AS PER IA8LI: 2A.8,C DEPENDING ON SHED WIDIH,WING SPEED,AND EXPOSURE. ANCHORS NOI NELL)LI;ON LNUS. 0 ,�I
1. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 16.B.0 DEPENDING ON SHED WIDTH,WIND SPEED,AND EXPOSURE. 3: E.iat 21.01.01
5. CONCRETE.ANCHORS TO HAVE A MINIMUM OF 4-COVER(DISTANCE.FROM ANCHOR TO EDGE OF CONCRETE). C)
9. MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF (TYP.) z
10. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FO�LACH ANCHOR IYPL. < 10:36:52-05'.00'
11.
CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS.(OLIVER TECHNOUGIES,INC. MODEL#OIICBI,971C82 OR EQUIVALENT)
I HOLLOW OR SOLID CONCRETE BLOCKS MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING. Lr
Ld F-
U.tth..T.8�.�P.C.
j flsr�q'i KF�ImJ�l6D8...............
FRINILL) COHLS OF THISDOCIL-MENI ARE NOI -CONSIDERLD SIGNLD AND SLALLU ANDS Q snedc AP-1 OF I
THE SHA AUTHENTICAIION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES F g.
_ TAP LINE ENGINEERING, LL_C
STRUCTURAL ENGINEERS
December 28, 2020
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563 FI '
�E..
P .
RE: Plan Approval 4
Smithbilt Sheds
Plan#SBS-E-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, 7th Edition
2017 National Electrical Code(NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (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.
Respectfully,
'William E. Neary,�1
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
Please note: ,any questicns 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 Oakvieni Pointe Terrace a Gotha s Florida 34734 a Phone 407-421-4037 ® Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
EAVE/OVERHANG(2)2z4 NOTE:WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL E �MITHBILT
BENTS®BOTH ENDS •"•Please nofo:Any questions regarding local permiffinq should be directed to the Manufacturer. ROOF AN SECURED ER ENSURE A CONTINUOUS LOAD PATH. WHERE WALL
BD NAILS 12"O.C. The Manufoefurcr's contact information can be found in fife tiff.block offhe plan.".. MEMBERS ARE N07 CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS
END WALL SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040'
NOMINAL THICKNESS.
'PLANS ARE APPROVED FOR THE HEIGHTS OF ALL COMBINATIONS OF WALL 1061 U.S. 92
HEIGHTS AND WIDTHS LISTED. ABURNDALE, FL 33823
-` D4 LAP ALUMINUM WALL SHEATHING PHONE NUMBER: (863) 665-3767
(OPTIONAL)J"COX PLYWOOD WITH D4 LAP ALUMINUM SIDING FAX NUMBER: (863) 665=0159
(OPTIONAL)JAMES HARDEE HORIZ.SIDING LAP OR EQUN.
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HEADER �ri
-(OPTIONAL)J'COX PLYWOOD OR}"GYPSUM ON INTERIOR Lae VIRM
DETAIL '. ".01. 20GA. 1.25'BRACING STRAPS ON INTERIOR OR EXTERIOR OF tUM*.ADODR k WINDOW WALL REQUIRED ON WALLS GREATER THAN 24•LONG AND/OR aw T M
/,• /' WHEN SIDEWALL OPENINGS ARE>-50%.FASTEN WITH
\� LOCATIONS VARY ,% _'� '•/�• (2)-0.131"z2.25-GUN NAILS OR®8x2.25-SCREWS AT EACH —el....
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,,'•�� 24" , GOVERNED BY LOCAL JURISDICTION. low WAD tm 1w
2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY ,tAa IaIO is ex► Iola
3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS
1,9 fl101.4.2,4,R402.1. Ftaa1 oAb Iola tNo
4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION noeA tN[uM. Te/tC�e•
REQUIREMENTS TO MEET CODE
5.ALL LUMBER FOR CONSTRUCTION WILL BE R2 SYP EXCEPT AS 'r PAIM or W M1 RML RXIF
NOTED. • w=Er PER Ramp 1
STANDARD WALL DETAIL 6,GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHO EO RIN apnpM Ltswe
WITH DOOR & WINDOW OPTIONS 7,ALLHAVING JURISDICTION AND M REQUIREMENTS.
ALL WINDOWS AND DOORS T MEETEET THE MINIMUM SPECIFICATIONS H ��II<L1LL M
PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE OOUAr6 FW= >V care a to
8.114
.IN ACCORDANCE WITH F8C 1609.1.2.'STORAGE SHEDS THAT ARE
NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR REVISWNS
AREA OF 720 SQUARE FELT OR LESS ARE NOT REQUIRED TO REV DESCRIPTION DATE I BY
COMPLY WITH THE MANDATORY WINOBORNE DEBRIS IMPACT
VARIES 8'-0"TO 50'-0'MA%. STANDARDS OF THIS CODE'.
IN ACCORDANCE 3/4"TAC PLYBOARD B THAT ARE 400 SO-FTWITH
T OR LESS AND THAT EXCEPTION
INTENDED BUILDINGS FORSE
1'-4'O.C.MAX FOR 125PSF 2'-0'O.C.MAX FOR 75PSF IN CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES ARE
NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF
' r THIS CODE.STRUCTURES 400 SQ-FT OR MORE SHALL HAVE AN
• -_I __��,. 80'MINIMUM DOOR.
IN ACCORDANCE WITH FLORIDA STATUTE 553.80(1)D,LAWN
I,I_ STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF
II�II
p _ 11. APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 553.842
ill (FLORIDA PRODUCT APPROVALS)BUT SHALL MEET THE DESIGN WIND
_ LOAD REQUIEMENTS OF THE 2020 FBC 7TH EDITION.
FIAT 11. FLAT METAL STRAPS DAN BE BENT AROUND STRUCTURAL
MEMBERS OF WALL STUDS.TRUSSES,CHORDS.ETC.TO HELP
SECURE THESE MEMBERS,PROVIDED THAT THE ADDED BEND DOES
I' NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE
STRAP.
_ 12. AS PER FBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDS
THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A
FLOOR AREA OF LESS THAN 720 SQUARE FELT OR LESS ARE NOT
REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS
IMPACT STANDARDS OF THIS CODE M_AN
O 1371HOMPONEEDIT NNTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC J wee (1_tb-20
I 19. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH 9edA NTB
1y THE LOCAL FLOOD ZONE REGULATIONS. (n y SBS-E-1700
15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT WILL BE
APPROVED BY THE ARJ AND LOCAL REQUIREMENTS FOR PERMITTING.
dd 2x6 P.T.24'O.C.TYP. 16. WINDOWS AND DOORS INSTALLED BY REQUIRED 70 HAVE
A EEAAPPR AL OF THE LOOCAL AHJ AND LOCAL E CUSTOMER ARE �
OPTIONAL 125PSF® 16"
O.C,TYP, 17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PERf,r "•.�Q/j
MANUFACTURERS INSTRUCTIONS. I �``Pf ' _NCENS,,
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1/2"PLYWOOD OR OSS SKIN EXTERIOR X'WAD LOAD 'D
ImOI mo E°,D ,a.
FILLER OR exe 20GA• 1"WIDE STRIP OR IAc wo ®1°0R loo
DBm Dvn Ado ,DIED ex
FAUN.(SEE SHEET 6) naox uvc Inb xyta�
WINDOWS* 3' •�
2 2"x4" OR 4"x4" WIDE OR LESS "°°�"""0D�"°"°` b
OPTIONAL WOOD FRAME HU—O(E �° UWE w
INOUAM FOOM.E ".DIET,s Im
WALL STUos DOOR CONSTRUCTION DETAIL REVISIONS
R DESCRIDATE BY
(2)2"x8" WRH OPTIONAL (2)2'x6- WrrH OPTIONAL EXTERIOR RUN HEADER To NEXT
1/2'PLYWOOD OR OSS 1/2"PLYWOOD OR OSB SHEATHING STUD ON BOTH SIDES
FILLER OR 411B" FILLER OR 4 x6'
1120.GA. 1'WOE STRAP OR 1�2rOGA. 1•WIDE STRAP OR WALL " D 1BVEN*xV BETWEENEOUN.(SEE SHEEP 5) .(SEE SHEET 5 i;•I� WALL STUDS. VENT IS SECURED
) Tb SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
2 2"x4" 2"x4" 2 2"x6" OR 4"x6" HYDROVENT DETAIL
(OPTIONAL)
SIDE WALL HEADER SCHEDULE (170D)I-I END WALL HEADER SCHEDULE (170D)I°i 11_1e za
BUILDING MOTH S°d. NIS
FASTENERS W/O STRAP FASTENERS W/0 STRAP Yadxb SSS-E-170D
SIZE(d,9j UP TO 14•WIDE )IOj SIZE(tlj MAX.SPAN NJ(bj (EACH END
(EACH END )(D)
MAX.SPAN NJ(b)
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A TABVUIED VALVES NE fOR N0.2 DWDE SPaUCF PNE iHt WUBFA A TPBUTATED VALUES ARE FOR NO.2 OP/DE SPRUCE NNE FIR LUMBER W \\Q f ": i
8.NJ NUMm OT JACN SRAS Rmum,TO SUPPOR,EALN ENO. B.W-NUNBEA OF JACx SHADS REOUREO TO SVT1tNT I-H ET®.
SPAR ANO NO STRAPS ARE VSEO MEA.Ut MUSE RUN N NExT SM C.O wfR]'SP/N AND MD S111AP5 ARE USED NFADCA UUSf qW 10 NExf STLO r�� NO.
ra DPnmAL T•PLYWOOD M O..,—iS x.r sRucTuaAL ANo.NLY<w AESTHEna 0.T"E OPDONAL)•PLYWOOD DR�B Fx�T I5 NOT SRtUCIURAL Arm ONE.�R AErHED� 'NO—STRAP' HEADER DETAIL =* 646.Ok8 T
L S[[HFMER DETAILS FOR ALTERIMIE UYOUfS,La.2-2'.4'OR 9'A{' E SEC HCADER DETAILS FOR 0.7ENNIE UYOU15.I.a.2-2'A{'OR{'A4'
F. WNDOW HFADR FOR V1F"OOW OVQANOS THAT IMVE MORE THAN 50x OOMSNIM STW WAIL ABOW AIIO ExLOW. F. MIXD NUDR FOR WINDOW OPENNGS TIIAT HAVE MOPE THAN 50x LOMSINES STUD WAIL ABOVE AND BE—
mHEmreE 000a NVDEa SdxnIAE. OTI—SE Dona HMEA SCHEOULL MAX. 8' SPAN
G.THE H Sia"TrtnACNFSDE TO�TOPP P TE AND NUUSLYM W COIIDNED STRENGTH E AIFM ANO USE O.1',NA"�it ER CAN M ATTACHED TO THE TOP PUTS—THUSLY NAVE C..0 SIRENCM EOVNAEZM AIID USE � �.Q t
FRO MUM SPAN STATE..SM NEbEP OETALS R"D EWNALEM SIZES.
STATE
QI O: F
ORIDI",, A`\\
iii %_ William F.N-,y,III
SMP•51,SMI.79,ICC 5195040 W ND1,11. T.BDId4x,PE
10649 Pointe lrn.re F[Wo U.w
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2020-12-28TOP LINE ENGIhJEERING APPROVAL PLAIN#SBS-E-170D-20 ' HVH,7-APPP..OVED
FASTENING SCHEDULE TABLE 2304.10.1 ALTERN4TE FasrFNlNr.sruEoulF SMITHBILT
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«.xrr+eF.hFrB+B.+»o.•emm� .eDma� �� RI a! a- 11' .-]mx,.,- PHONE NUMBER: (B63) 665-3767
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mWNEPE A AFT RM9 EFAVMD TO AN/O fI PNHILL CEUNO MST W ILCONdNCE w l SCHEPAE AND THE CERNO JOIST 5 rMTENED TOM TOP PIATE W ACCORDWCE wIM RIIS SCM➢ULE,THE I V IBER OF Tru+a t!+I.vir�n�lru�iwr.Tr• F Florlan LFa
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2020-12-2RTOP 1_1111E ENGI11EERItNG APPRIOVAI-PLAIN it SBS-E-I,7OD-20"HVH[APPROVED F
0'-0" MAXIMUM BUILDING LENG SMITHBILT
1061 U.S. 92
ELECTRICAL KEY ABURNDALE, FL 33823
PHONE NUMBER: (863) 665-3767
WINDOW HEIGHT, LOCATION - FAX NUMBER: (863) 665-0159
PTACLE AND QUANTITY MAY VARY J
AND ARE OPTIONAL cone I Fo
40VPTACLE /
SINGLE POLE NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS
SWITCH MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT
ocamWm• �'^
THREE WAY
R. SWITCH
CEILING MOUNT "
LIGHT FIXTURE
Ihaitt/aa 17aIw+ +o
WALL MOUNT \ / SEE VARIOUS END WALL �um 0�
lJ SEE VARIOUS END WALL Hoot us
FRAMING S
LIGHT FIXTURE SECTIONS FOR
o FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
�—I FLUORESCENT r WALL AND DOOR FRAMING \ naa Lao 7^/�
L =� LIGHT FIXTURE v"'TMN or iD° A00r "n
wymufs wi soap +
JUNCTION BOX \ / w+eaavc same uo+ae +e
REM oNs
\ �� DMCRi TE ar
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
ELECTRICAL NOTES: WP
1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND.
2.FIXTURE LOCATION AND TYPE MAY VARY J Ir I
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS V to °vom
5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. uj m"W* sae-E-HOD
6.ALL SWITCHES TO BE'AT 48"-52" A.F.G. > r11�1111U//
7.17LUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING ��`�� W T. 6
8.ALL OUTLETS TO BE GFCI
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER.HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER I ``�,:' �\CENSF
CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO Pj 5ti
LOCAL APPROVAL. �-�^^7•� rot I wI:t.NGINFEmmi,LLU 0 N0,
'-i'Gi: s1—iA a;...wu MGIWIM O 64608
RMT- RIGID METALLIC TUBING g %* * }*William E.Neary,III
358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH SMP-S1,SMI-79,ICC S.185040 ¢ STATE f�4
300.18 AND-SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B). 10649 0akview Pointe Terrace 2 �i�� •.�O R IDP
(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, Gotha,Florida 34734 w �*; S'�p ii i;
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 w N"tn.t T.e"a+m rE
ING WITHIN (3 FT).
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTEN Fla ea u«".. e�soa
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2020-12-28TOP LIME ENGINEERING APPP-.OVA L PLAN#:SBS-E-170D-20"i HVH7 APPROVED