HomeMy WebLinkAboutProduct Approval d5pr
,�drtmentOf uslrless FIA hianutacturedBuilding r,$toneR a dl l'COfEssenta�Re•01�tlbl' 2601 Blair Stone Road
` � Tallahassce,Floride32399-077T
Phone 8a0;487d824�Fax llk414:8435
Halsey Beshears, Secretary Ron.DeSan64, Govemor•
]une;28,260
Robert,Moore.
Lark Buiiders,Jhc.-
P.O.Drawer 629
Vidalia,,.:GA 30479.
RE: Manufacturer Certification, D MFT-114;,Expira_tion.Date;,June 28,2022
Dear Robert;Moore
It is my pleasure to iofor`hj you.that Lark Buildersi Vict; located'at 409.DIXOWSTREET, P`O.
DRAWER 629.;VIDALIA,..GA 30475,.has.been.approved under the.Manufactured.Buildings
Programs.-as provided1or,underChaptee 553, Fart I, Florid Statutes,t'manufacture Factory
Built Schools;Sforage:Sheds; Manufactured Buildings for Installation In Florida.
Construction or modification on:a manufactured buildipg:cannot begin until,the:Third Party
Agency has approved the;plans In accordance with the current Florida,Building Code Your`Third
Paity.Agency Is a contractor for the Departrnentand lias stat1.utbfy`authority and responsibilities
that mustbe:metto maintain approved;status.You may<expectand.demand qualityplans-
review and inspectlons:
Each Code-change will make your.plans obsolete until they have'been reviewed;approved,'and
indicated[on'the:co"ver page of the plans]-for`compilance with.the Code.-by?your Third Party
Agencyfor plans review..Please ensure that your plans-are:;in. compliance and are properly
posted on•our website. All site-related installation`issues'are•subject W the local authority>
having:;jurisdiction:
The•Departments contractor will make unannounced monitoring visits at least once;each year
You fnust:grant:coniplete access to your man ufacturi ig facility and records;'to remain in
compliance with the rules Vand.regulations d: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.floridatiuildina.org)for online renewal;:Ifyoa'have questions
you may contact Robert Lorenzo:at 850-7.17=1835 or our FAX at850 414-843t':..
Please visit our website at:wwwfioridal7ui[dinn.org to,see;valuable Information on the Florida
Manufactured'Buiidings Program.;A copy"of this letter.rnustaccompany applications for local:
building permits.
Sinncce�rely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line;Engineering, LLC.
--T4`��TOP LINE ENGWNGIWUNEERP,[S�
STRUCTURA
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, 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.
iRes ectfully,
illiam E. Neary,, I
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
50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
PTIONAL PORCH-4- OR 6'-1
409 DIXON STREET
SLOPE SLOP
vNILTEO v PE EED VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
i_R CODE INFORMATION
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F- SLOPE GdfiIRIICIMx TiPE
HNC PROIECIION
ENE SUVPI®aN STSRM
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Y2 ALLORweIE MA®ER OE S1ONw5
fc.SR wuN SPEED �,EuoR
o STA DARED RRIDG F•R�DRE _
[xtlDSURE
p NIEWw.PBESAIIS CO[FEICLIf .�-u,!
3.5" 20GA. NPnx KE FK aR
METAL FRAMI ROOF I °10"0
w END WALL TRUSS ® 24" O.C. 11 nANwRD I-F oFAo
SLOPE fEDDR lNE law nnmr
lY PwiWG aF WWLS,FLDdL fepOE W
END WALL TRUSS xcmMEs PER euEwc
NLNmGwE PPOIECaDN aEKE
MNRRANE$11FL1FA OS.YE
SOwAE fDDMfE
REVISIONS
REV DESCRIPTON DATE BY
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 GENERAL NOTES
- STANDING SEAM STEEL 1 FOUND 71O NPIANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL
ASPHALT SHIGLES 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS REQUIREMENTS
RTO ME
4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION RDUIREMENTS TO MEET CODE.
5.ALL LUMBER FOR CONSTRUCTION WILL BE/2 SYP EXCEPT AS NOTED.
L 6.GUTTERS SHALL DE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND W
PERMITTING REQUIREMENTS. DlOwl as: M5
7.ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED Q D� 71-IS-20
PLANS AND NCE WITH
FBC
BUILDING CODE
T P LINE ENGINEERING LLC B.H ACCORDANCE WRH FBC 1609.1.2.HAVE
'STORAGE SHEDS THAT ARE NOT DESIGNED FOR LD.I 5cm.: NTS
STRUCTURAL ENGINEERS HUMAN NARRATION AND THAT HAVE A HLODR AREA OF 720 FEET OR LESS ARE
MAXIMUM DESIGN PRESSURES NOT REQUIRED 70 COMPLY WITH THE MANDATORY WININDBORNE DEBRIS
DEBRIS IMPACT STANDARDS X weemF: a-S-lBE-170D
OF THIS CODE'. O
111 1 1
William E.Neary,Ill 170mph BASIC WIND SPEED 9.IN ACCORDANCE WITH FBC 1010.1.1,EXCEPTION(10.)BUILDINGS THAT ARE 400 SQ-FT [Q
SMP-51,SMI-79,ACC 5185040 TWO-FAMR ESS ILY RESIDENCD THAT ARE ESDED FOR USE IN SUBJECT TO THE N WITH ONE-ANDDOORAND WIDTH \ \\\ EW......:.eq
�48'2
2n 2r 2e 3r 3e 4 5 a \\ T,.. ( /
10649 Oakview Pointe Terrace REQUIREMENTS OF THIS CODE.STRUCTURES 4D0 SO-FT OR MORE SHALL HAVE AN `��t..• /
ZONE 8 131.9 +17.4 +17.4 +31.9 +31.9 +31.9 +38.2 LO MINIMUM DOOR. g `� N.�CENSp
Gotha,Florida 3473410. IN ACCORDANCE WITH FLORIDA STATUTE 553.80(1)D.LAWN STORAGE BUILDINGS AND J Q
115.2-62.6 -24.7 136.9 115. -35.5 -48.4 STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT J NO.
SUBJECT TO 553.842(FLORIDA PRODUCT APPROVALS)BUT SHALL.MEET THE DESIGN WIND
LOAD REQUIREMENTS OF THE 2D2o FBC 7TH EDITION. W 64608
11. FLAT ME STRAPS STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS. ��•( * ;•k�
TRUSSES.CHORDS,ETC.TO HELP SECURE THESE MEMBERS,PROVIDED THAT THE ADDED N
'Please nofe:,A/l uesfions re Olden 'IOCQL, ennlfhA Should be dire to The MOOUfOcfUTer. BEND DOES NOT INTERFERE WITH ANY OF THE DUSTING BREAKS/BENDS IN THE STRAP. �
. . Y q. .. 9. - 9. _p- .9. ,.. _. _ 12. AS PER FBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDS THAT ARE NOT I i O't STATE
The Manuf6cfurerEs:confacffnformafion cbn.be found ih.:ffie:fiHe block.of The plans: so ARE FEET OR GNE FOR U LESS ARE NOT REQUIRED MAN HABITATION AND TTO COMPLY HAVE A LOWITH OR�T E MANDATOR WINDBORNE EA OF LESS THAN 720 ~
DEBRIS IMPACT STANDARDS OF THIS CODE. O // (�
13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. } /j/SS:•"'•••••••'•�� \\\
14REGHEDS NSCATED IN ROOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE / �OIN"\\\\\\
APPROVED FOR HVHZ 15. IF A WALL IS FRAMED FOR FUTURE WAG UNITS THAT WILL BE APPROVED BY THE AHJ
FBC 1626.1 EXCEPTION:F.STOPACE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF AND LOCAL REQUIREMENTS FOR PERMITTING. MDIINew T.B.Id.M P.E.
16. WINDOWS AND DOORS INSTALLED By
THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL norida Ucerlae 64608
720 SQUARE FEET(67 1(2)OR LESS ARE NOT REQUIRED TO COMPLY V67H THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF TFBS CODE OF THE LOCAL ANJ AND LOCAL PERMITTING REQUIREMENTS. O
17.NSTRU HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS O sNKe: FBPR-1 OF 7
ICTIONS.
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 b3 DRILL CODE INFORWITION
-- POINT AT 6"O.C. cooE.cRvw
_ euenwo rmE__________ Ewemucnox-E
__ rea PRoIEERw xxa
3.5"-20GA METAL COLLAR TIE, 4•-0" ROOF PANELS FASTENED rwE smvREmox snmr
FRAMING
ocam.xcr
LONG ATTACHED WITH (2) #10 SELF WITH .25"-14x.75"HWH TRAXX/1 SEE ROOF F
SCHEDULE FOR RAFTER AND .uo.raiE xw.nnn a xoRds
DRILLING GRABBER SCREWS EACH SIDE AT 6'O.C. BRACING SPACING R+vc..m sREmap,
EsasuRE
OvansuRE
N2RxLL PRESAIRE CGSDEOIf ./-nre
3.5-20GA METAL STUDS POFf rcrw
rmor cnn uva
6• SPACED AT 24"O.0 MAX. soot u.E rno
now orAo Eow
raw uE Eow .y,mr
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND 'R•RAnxo a xuu,now,Roar we
BRACING SPACING w7aaEs oER
HwOGNE PRn1ECMx YLGE
OVERHANG OPTION DETAIL 3.5"-20CA METAL STUDS, REVISIONS r
SPACED AT 24"O.0 MAX. REV DESCRIPTON DATE BY
2
3.5"BRACE AT 3•-0"
ABOVE FINISHED FLOOR,
oI _ ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE
SHEATHING FASTENED W/ _
#8x I.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.
____ MTB
W ' 11-15-20
-- Yam: NTS
VARIES, 6•-0"TO 13'-8" --- X x0ee': LB-S-LBE-170D
SEE ROOF FRAMING O
FRAME SECTION SCHEDULE FOR
SPACING TO 6� �� !T��9q��.,
,.L'TOP LINE ENGINEERING.LLC \CENSC •.,•�i�'
T. STRUCRIRAL ENGINEERS
William E.Neary,III 3.5-20GA METAL STUDS W 64
64608 _
HVHZ �4 P P RO V E D SPACED AT 24'O.0 MAX,
SMP-51,SMI-79,ACC 5185040 F-
10649 Oakview Pointe Terrace
STATE
Gotha,Florida 34734 ����•., 0 R 10
.......
OVERHANG OPTION DETAIL o '���ONAL
M.Uh..T.Baldwin P.E.
O Florida Li- 6460E
0 Sh- FBPR-2 OF. 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
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
(SEE FASTENING SCHEDULE) — J" T-111 WOOD SIDING TOP PLATE VIDALIA, GEORGIA 30474
— HARDIE PANEL STUCCO AND T-111 SIDING PHONE NUMBER: (912) 538-1888
END WALL — HARDIE BOARD SIDING
POLYCARBONATE GREENHOUSE PANELS CODE INFORMATION
cooE wmox -
RNarKnnm
/ / mxnNc TYPE
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/ / rRc suwRe�DN srsm
// / / / / NLDr.,ffiE xumm w sroRcs
3.5" 2 A. STEEL BRACE W (2)
#10 SEL TAPPING SCREWS CH
4x4 P.T. POST EN 1 INTO EACH FLA E
( ) / vnwau vuswRE canncnrt •/-n,e
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REVISIONS
M
2 LTS-12 3.5" 20 A. STEEL 3tE
20GA. REv DESCRIPTON DnrE Br
( ) TEEL S PLATE
OR LONGER STU ® 24•' .C. MAX. FLOORRAMING
(SEE FASTENING SCHEDULE)
.—4'&6' OPTIONAL PORCH---I
50•-0" MAX.
STANDARD WALL DETAIL
W dR.R Rr. LRB
TOP LINE ENGINEERING LLC Q °ptr ++-15-20
�I`�, S7RUCEURAL ENGINEERS W 5cd` NTS
SOAP&r/STENER SCHEDULE JAI x —P.. LB-S-LBE-170D
William E.Neary,III wnw al SIR¢ ASnNu rA<rurtu° SIRM&SIUPSON STRONG-ORN&SD SCREW SCHEDULE
SMP-51,SMI-79,ICC 5185040 r�R � � roa H RARE o K RJR �r «�,s. \ `` �_ I lilll&�
10649 Oakview Pointe Terrace -t To R #= NL� R^R n'=
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3 SHeer. FBPR-3 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
oc YK,Ir L p"12'D.DD
°"• PHONE NUMBER: (912) 538-1888
a0. .
�GK k RODE
CODE INFORMATION
c00E rE090N __
LLNIKKIIIRFA
a• a Nxm�c iRE
Cp61ROC110N I,PE
ss-eRfCE
YE PRonrna
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mA[x ro Ef[N swlD w/(xI HD ocanAt¢T mom
SEIf otdLxO QtAL�ER sCR[wi tl _
(,I RRD FACN D.WGC � JS"-20G uCfK BiGCpG 13•fiRKE AT l'-0" ]S•- AUWIDE MpREp 6 4a06
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YC bSC wu0 SFFtD r�.,m.q
/,0 XRLxS(,)D,ID F/GN RAx2E pX TO GC ABDVX STIR w/(])/10 /,0 SCREws,(,J ORO CKN TlAxOL
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END WALL FRAMING OPTION _ xm�y„y_R END WALL FRAMING OPTION REVISIONS �f
REV DESCRIPTON DATE BY
13vR ,Sv
a• a-
JS BRKE AT]•-0lE TO" -0•I,Nt 1J"-300,YRAL BAAt]XD. JS•9MCE AT J'-0• '-0•WS JS--
_ 2IX' YEfK BPAWIa.
AnKX TO EACH SNO /1pA XRM.(Im MO FKX wMxDE AnACM}0 CKN Su.O w/(3R/10 %;K E Do ro duos r/(xJ
E¢f ORWNG IFI.aeER XRDs, aa�� SW DRWNG D0.•BBFA XRLM. �} +J )�x,0 FALN RAXDE
(1)PITO GCN IIAHDE 3 3 (1)DffO FAGI FLWDE 3 9
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L(TB
11-15-20
srY.: NTS
W —1: LB-S-LBE-170D
x
/,L'TOLL ENGINEERING.LLC O \�`�`�w••••••••+e'9
I� STRUCTURAL ENGINEERS \ `10EN$e
,J•-e• William ,••`� ---
AR¢a•-o•To m E.Neary,III ARTS.a•-0•ro,]'-6• No. ••t Z i
END WALL FRAMING OPTION SMP-51,SMI-79,ICC 5185040 END WALL FRAMING OPTION 64608 =_
106490akview Pointe Terrace _j
Gotha,Florida 34734 LJ
"O°: i G:
Ld pSTATE :�(
°H�VHZ APPROVED J ,,;Fs:;LGRJD.....
MDONew T.Baldwin P.E.
0 Florida Ucenu 64608
w FBPR-4 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
SKID RUNNER SPACING* HVHZ APPROVED SKID RUNNER SPACING*
UNDER 30' LENGTH I WIQjH 1 30' LENGTH AND GREATER
SHED WIDTH A 8 6'—O" 2"x4" SHED WIDTH q B 409 DIXON STREET
6'-1" TO 11'-8' 2"x6'• VIDALIA, GEORGIA 30474
— o�Prr'IRu,ua,LIII E.N.r 6•_0" 15' 42" > 11'-8" 2"x8" 6'—p" 12• 24'
PHONE NUMBER: (912) 538-1888
William E.Neary,111
SMP-51,SMI-79,[CC 5185040 8'-0" 18 60" -NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE 8'—p" '
16' 32 CODE INFORMATION
10649 Oakview Pointe Terrace 1B• 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10'-0" 20' 40" C00E— --
Gotha,Florida 34734 10-0" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND ILwuFACiMNER
24" 84" ARE INTERCHANGEABLE. 11'_p^ 22 44" ENO TiPE _
co"smowoR I.PE
28' 84' 11'-8" 24" 46" rwE PRmEmox rota
-FLOOR SHEATHING SECURED WITH 2J'X0.113' NAIL nRE wRPR®aR ss,E„ ,
13'-0" 36 84" (OR EQUAL) 13'-0" 26' 52' accwPNcr �,.
® 6" O.C. MAX EDGE AND FIELD •unraE rRA®+of sroRas
13'-8" 40' 84" 13'-8" 28' 56' e.LVc rum sPEEo .�no�
_ PPONIE
-VALUES
ARE FROM END OF JOIST -VALUES ARE FROM END OF JOIST ExnesuRE
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. NIERNLL PRFSAIRE couRcaxr .i-are
NPor e-
FWroR
50'-0" MAX. ROaF orPn LOW
16 O.C. TYP. ,
noor IrrE Inrn
BOOR OEW 18W
BOOR l"E LOW ILr]sPsr
'R-MIND OF rx15.BOOR,RWF WL
uOplxaS PER NIELVF
W1RNP�E PROlEC110"USWE
Q ¢ NrtiPGRE 941iFA u5W£
SOUNa f90U 1
REVISIONS
REV DESCRIPTON DATE BY
MRB
W oum 11-15-20
Q m Nis
W
—h. LB—S—LBE-170D
CO T
d �%A,i'• _%CENSE '••:��i�
Q ¢ J NO.
W 6460B
LLI
1--
F_"F •°-p° STATE
i -
0 R 10
P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6L 0 ij F.......•,,,•,•,•....S/OA G ��
JOIST
SEE
IZ S.Y.P. #2 SKIDS 6'-0 5 ''''
SCHEDULE F R SES OPTIONAL PORCH
/111111 �01M,tt �``
2 & 3 SKID FLOOR , FRAMING PLAN Fwid.r T.BR14rIRP.E.
Flotida D.8.1 1&4608
-' Sheet: FBPR-5 OF 7
li
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
a�
409 DIXON STREET
VIDALIA. GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
COOL�fl9trl -
LP.1CIIf�ER
OLlDO1O IYPe
WJOIST
NOTCH eoxmurnax rive
CH JOIST DRF raoarnox xM
nxe wwlhssox ssrtx
acwuti-r
WITH T1;'x4' .Mo..elc xux�n e<sa s
LAG SCREW OR (2) SIMPSON H-3 e+s¢.vm seem x�,�„•„
(OR EQUAL) AT EACH CROSSING
*LIAG
LAP SPLICE FASTENED WITH (6)A'x4- exttnwu omsm
SCREWS ON INSIDE, (3)h'4-LAGJ0IST T0 SKIDWS ON OUTSIDE (9 TOTAL) "POxr"`�°"LTOfl
ROOF OFM W4
CONNECTIONFM�
MOR
'R'fu1wG OF.M15.ROOR.ROOF W�
4"x6" P.T. SKID SPLICE `� e
xwxsr¢�uim uwz
WALL SHEATHING REVISIONS
REV DESCRIPTON DATE BY
3.5'20GA. STEEL STUDS 016"O.C.
3.5'20GA. STEEL
17, SOLE PLATE SECURED
WITH Tj'x4'LAG FLOOR SHEATHING
6 SCREWS 016"O.C. FLOOR JOIST
1.5 r"23X�BLDCKnING��BETWEEN
SENCO K28 (OR EQUAL) NAILS,TWO
ROWS 1.5'FROM THE EDGE,0 12-
• O.C.. STAGGER ROWS 6". w °.°•"ar. WB
3'x6"SPLICE PLATE FASTENED WITH IDS AT2x4"BLOCKING BETWEEN SKIDS > Y 11-15-20
(5)-SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST w °"` NTS
EACH SIDE SECURED WITH (3) 0.120"0' WITH (3) 0.120-x3-NAILS 012"O.C. x —1: LB-S-LBE-170D
NAILS 012'O.C. STAGGERED EACH SIDE STAGGERED 0] T„
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409 DIXON STREET
ELECTRICAL SYMBOL KEY VIDALIA, GEORGIA 30474
RECEPTACLE PHONE NUMBER: (912) 538-1888
240V WINDOW HEIGHT, LOCATION
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2.FIXTURE LOCATION AND TYPE MAY VARY w
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
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5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. L?Gr LINE ENGINEEHINGLLC sd.. Nrs
6.ALL SWITCHES TO BE AT 48"-52" A.F.G. STRUCTURAL ENGINEERS X —/ LB-S-LBE-170D
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING William E.Neary,III m %%��tt���i►/ii�
8.ALL OUTLETS TO BE GFCI SMP-51,SMI-79,ICC 5185040 - ``��NEW T•:.eq���--
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER Q ��� ,• -
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300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (B). %p:• STATE ;
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JUNCTION BOX, DEEACH EMT RUN VICE BOX,RC CABION POINTS NET, CONDUITSHALL B DY,BORSOTHERLTUBINGETERMINATION.I3 FT) OF EACH OUTLET BOX, C � -i��i�� i ;
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EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO I— M.ltn..T.B.la.in P.E.
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT). w n.ran U..ree weoe
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED