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0
TABLE 2A - 0 T 1 A - 1 ZOC
30"AUGER ANCHORS AN ORING TO CONCRETE
M-WWH STRAv BOLTED T1RU ` SHED WIDTH MALIMUM AN R HED WIDTH wxluPA ANCHOR
rtOOR J06T,WITI,1/Y cPAD[5 _ TTrr SPKWG SPACING
BOLT IAmuM RITN RAsrmRs Uy _ Q
' !X
CIE-OOWN smAP p)4..sYP I]W B•.DE UR LEss UP TO 16'-0" 10'-0' 24-0" 6-0
(SCE NOTES) (2)2.6 OR()4.6 P.T.STP 12 SXDS _ _
I/21J•(•,aW aa)CoxcRcrc AL tt5E(CAN BE SR ON rA01MD). TYPE 2A IJ l^y 20-0 7-0 ,' �'""' -
rEOCE AxU,oa RYT
WITH rAs,ER nE_w,m SIPAP Bator ro TYPE TYPE t 11 16'-1"TO 20'-0 B'-0' __
3 ANa°R WITH 1/2•gMDE s E ° 5D-.R` 7�
WLT NRm,w rmI WAsxERs =/com rii i '-1"TO 24'-0 6'-0' 16'-0" 7'-6'
•'• • • • FOR ROCK/CORAL FOR SOR/MT
EnsnHc.-CDNDREIE /2•d•N,W0 IR3 DOBCREtE o TABLE 2C - 120C 1a'-o" B'-0-
WC142 rNCNOR WITH U-CnvaCl I"I CODE INFORMATION
HYPE 3) •.• TYPE 3 TYPE 26 30"AUGER ANCHOR SPACING
CONCRETE 30•AUGER WAXIMUM ANCHOR 12'-0" 9'-6' cODE vERSOx �"
-OR ADWR SHED WIDTH uNA IRER
alsr«c 4•WKCRETE mH o" FOR sONCUT SPACING 10'-0" 10'-6'
aaT 1W6Dd0 TYPE
TYPICAL ANCHOR TYPES UP TO 24'-O" 10.-0- TYPE
1/2•J-(4.000 La WRABU WOOD ORR P.T.))CONCRETE 2.4 SAE DE P.TjALT 8'-0" 1Y-0"
iFE PROIECIDN
WEDGE ANCHOR TRH 2•-HER 6'-0' 1Y-0' NEE SAPRES90H SYSIEY
L TABLE 1 B - 140C AR N ABER OF S 0ME5
CIE-WIN STRAP BOLTED THRUT ANCHORING TO CONCRETE BASIO MrD sPEm .-»nw/na..
--+--A E15n,D 4-[pYF[IE FLOOR JOIST MIN 1BEL GRADE 6 (I)44 SYP 12 ON 8'WOE OR ILSS (II...61P I2 ON B'RDC OR IES.S SHED WIDTH MAXIMUM ANCHOR C[POSIAE
BELT MNNuu WITH rwwErs (()2.6 ON(I U5 P.T.SNP 12 SIWAS (2)2.6 OR(1)4.6 1. SYP 12 SODS SPACING
(NUT a BOLT aR LAG IXYT) -so-BE So oN_U.). AL OL (CAM BE So ON OROND). DSL°smE E.LeSm
TE-OOWN sTRAP sEcua[0 24'-0- 4'-0- rBD6NAt PPE59R[carEEKONr ./-n,e
TE-WITH STRAP BOLTED TO TYPE WITH I.)IW,t.s•HAYS
s WANa a�NNwN;42L wwseADE°us 20'-0" 5'-0' maarANOE rAnW D
RWF DEAD ID.n ,msr
,91 1 W IRA)c0WERE E ASNcm STYLE F�u -1
WEDGE ANCNIOR MIH 11-CHANNEL D"STYLE FOR RDCK/CORAL 16'-D" rj'-6" RWF lDE LOAD
(1TPE 3) ROW DEAD LOAD ,RISE M
1/2•.3•(4.OW 1a.)COxCRETE 14'-0" C-07 RDDA UAE UDAD
WLOCE-0.WITH Y WASHER EmYUD 4•WW,RoE olmoxu wwom PAD(PAT.Roo°. YR•wnNG OF ORALS.FIDW.Roo, N/A
1/4•.1i'tAc BOLT _EREIE BLocn oa PAD)SPACED 12'_0" 7-6"
D 12"O.C.MAX. 2.1 P.T.SOU%ATE AT B'-0•NAY INODUlfS PER BUIOWC
1 O'-O" B'-6' NUw6C1JE PROTECTION 1SAGE
-_4�_��4•CoxcldTE 8'-0" 12'-0' souNE FaoTAa R.Mss
6'-0" 1Y-0' REVISIONS T
TIC-DOWN STRAP BATED 1XRu REV DESCRIPTON DATE BY
TIDON JOIST,WI111 1/2-GRADC 5 (1)1.4 SIP/]ON B'RDE OR USS
(1)4.1 SYP l2 ON B'YDE OR LESS BOLT-WITH WASNERS (2)2.6 OR(1)4.5 P.T.SYP 12 SSDS - -rac
I21 2.e oR(0 4.6 P.t.SYP/2 SNDS (NUT s BAT OR 2)•LAc BOLT) AL ELSE(-BE So ON cRouxo)' ANCHORING TO CONCRETE
AL.ELSC(GN W SET oN GROUND).
TIE-DOWN STRAP OR 3/I6• SHED WIDTH MAXIMUM ANCHOR
GLVANRID STEEL CABLE 5/8•.W-EANH ANCHOR SPACING
(SEE NOTES) 1r111 EYE XOtE:A)GOI SITU
1/r.s•(Y000 LB)coxcLrrE 2.•mLD PUTc(MINRALLT 1/2•.3•(4,W0 Lal cOxcRETE Foa sOX/Mr,oRNE STrLE 24'-0" S-6'
WRJfAL WOW OR P.T.) fOfl /Wyt
WEDGE ANaW Wrtn Y WASHER WCWc A,CNOR WRN z-WusHEa ;;;; •.I.
F-II
f&DE -I • ----------� ..• • MTB
E1DsraD 4•WNCREIC OR OPTlowt 16'-0" 5'-0' °a1i:
_ E,2SRND a"CONCRETE SUPPORT PAD(PAT.WOW.W,KRET[ 4�3�18
1 : OPno ML aaxrORCEn B DDY OR PAD)SP C[D AT B' W[. S do
WNDRRE FOUNDATION 14-O" 5-6' MIA
12'-0- 7'-0' LARK BUILDERS
TE-DOWN sTMP 10'-0" 6'-0' `%0 IT
(1)4.4 SYP 12 ON B'WOE DR M& SEE NmEs) (1)4.4 sTP 12 ON W WDC OR LESS. ♦4 <
W-DOWN S1RAP BOLTED TIT (2)2.6 OR(1)1.1 P.T.SYP 12 SIDS ( (2)2.6 OR(11 4.6 P.T.SYP/2 sFDs 8'-0' tD'-O `A� OCENSe"'
ROUND ANCHOR WITH,/Y NL CLSE(CAX BE SET ON°ROUND). i
1"VIDE 1,DOGE STCR't' GRADE 5 BOLT NIANW R(IH ALL ELSE(CN4 BC SR ON mIRID).
IWi.1C1ET TE-DOwN s1RAP RA D,t.Also Co,RNaous Aw Tc-WAN sTwP BATED to 6'-0" 12'-0' �� NNo safioa l�BOLTED THRU FLOUR.106f (1)4.4 SYP/2 ON B•WIOC OR USS TYA TO fRd1N0 NNCXOR UNO ANCHOR w(III 1/2•V.1DE
W1TM�N/2'GRADE 5 Bai (2)2.1 OR 11)4.6 P.T.STP 12 SKDS ON OPPpSITE SIDE 5 BOLT YINWUY Wrtn WASMRS
WRX wA51ER5 ALL.(CAN BE SET ON GROUND). S/6•.30-=-ANCNo, 5/B'.30•EARTH AACNOIh { S BATE OF
(wlt A BOLT OR]iYAG WLT) AC SA STIE NR SOR/MT.
_ DRVE SME FOR POCK/COME RIVE STYLE,OH CX/WR. �'D
DRIVE SIRE FOR RDOK/WRAC t
I/2•.l'N,00O 18.)CONCRETE - • /���A ,FC O R I D P
WEDGE AM.TION WITH 2-rASHw , 4 �IRETETE ORESUITOCK_IS Woo 0R W�NCR°ETE Bs L°aKToxAVAo7 sPAcm• ��5j�NAl
P.)sP AT 8'-0-M.. AT B•-D• z //l Tl 11It%%%
EXanND 4-CONCRETE TIE-DOWN DETAILS g II
TIE-DOWN NOTES' TABLE 2B - 140C °- Digita'lly s_igned--
t. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 30" AUGER ANCHOR SPACING 0 J-•`"""�- i
2. ALL MEASUREMENTS ARE CENTER-7D-CENTER, z I
3. TIE-DOWN STRAPS TO BE MINIMUM 1-4'.0.035•GALVANIZED STEEL,FEDERAL SPECIFICATIONS OOS-781-H.TYPE-1.FINISH-B.GRADE-1. TIE-DOWN STRAPS OR CABLE SHED WIDTH MAXMUM ANCHOR Z Matthew Baldwi
CONNECTING HARDWARE TO HAVE 4.725 L.B.MINIMUM ULTIMATE CAPACITY(3.150 L)..1.5). SPACING
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,3GO LB.CAPACITY. Q ^/5. EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM 16•FROM END(4 MINIMUM PER BUILDING).AND SPACED AS PER TABLE 2A.B,C DEPENDING ON SHED WIDTH.WIND UP TO 16'-0" 10'-0 D 202 ate• 1.01.05
SPEED.AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. _
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA.B.0 DEPENDING ON SHED WIDTH,WIND SPEED..AND EXPOSURE. 16'-l"TO 24'-0 8'-0" C)
7. CONCRETE ANCHORS ID MVE A MINIMUM OF 4•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
B. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF(TYP.) z 3
09.3 ./L2 -051001
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN COWUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE Q
10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLIVER TECHNOLDIES.INC.MODEL/OTICB7.OTIC82 OR EOLMALENT)
11.HOLLOW OR SDUD CONCRETE BLOCKS(8-.B".I6T MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING. fl�
LLI M.UhN T.BDIdW(O P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND I-_ FLOM,LGBIL:6 064608
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES < 5HBB1: AP-1 OF 1
i' •
d�b'dap-,
FLU;'Manufactured Building ProgramDe�partri-ient of Buinessi 2601 Blair Stone Road
�t i'fOfE'SSIOnaI Re�UIi3h011 Tallahassee Flori&32399-0772
-Phone,850.487,1824•Fax.850.414,8436:
Halsey Beshears, Secretary Ron.Mantis, Governor
June 28, 2019
Robert Moore
Lark.Builders, Inc.. u
P.QrDrawer 629_
Vidalia..GA 30475
RE: ManufacturerCecEificatfon;ID MFT-114,:Expiration:0ate.;;June:28,2022
Dear Robert-rMoore -,
It is my pleasure to info rmjou.thal:16rk Bullders;,1nt:, located at-409,DIXON'STREET,P O
DRAWER 629,VIDALIA, GA 30.475; has been approved:under the Manufactured Buildings
Oro gram.as provided for underrhapter 5.53,;Part I, Florida Statutes, to manufacture Factory
Built Sehools,stomad Sheds; Manufactured Building§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'A9ency is a contractorfor.the Department`and,has statutory authority and responsibilities
that rust-be met to maintain approved:`status.You may expect and demand quality plans
review and inspections,.
Each Co.de change will.make your plans obsolete until they:4avdi been reviewed, approved and
indicated:cin the cover page.of the plans,)for compliance with the Code.by,your Third!Party
Agency for plans.review,.Please ensure.bat your.plans;,6re;in compliance.and are properly.
posted on our webs ite,''Al1 Site-related installatioWissues aresubject.to the local authority
having jurisdiction.
The;Departments contractor will make_-Unannounced monitoring visits at.Jeast,once ekh:yealr�
You must grantComplet6acceSs to your manufactudrig'facility'and records1o.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 (Vi ,n rlori'dabuiidin(i.ori).for online renewal.If you have questions
you may.contact Robert-Lorenzo at 850-7.17-i835 or our,FAX.at 850-414-8436.
Please visit our website at www•florid Obkrildinn. rc to see valuable information on the Florida
Manufacturred Buildings Program_: A cop,yof this letter must accompany applications:for local
:building:permits:
5lncerely,
Robert Lorenzo
Manufactured Buildings Pro 'ram'
ec;Top Line.Engineering,.LLC.
411
^� TOP LINE ENGINEERING, LLC
STiZUCTURAL 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, 7f" 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.
iilRs ectfully,
liam 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
50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
PTIONAL PORCH-4 OR 6'-•1 - \�
vavufD ULTEO 409 DIXON STREET
SLOPE sioPE VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
i 0 CODE INFORMATION
Q' EmE vfxLOx
ItiPfIG1111YA
�� SIAHONtD ��T.PE IIA.
i W SLOPE
I H- LOx51RYCDOx ME •-e
f6Y PRDTECIIDH 14L
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m I� OCpID.rCY
:2 al0..elc xL.�+a crows
esc.om SPEm +ono...
o STA DARD:RIDGE
[x10LAE
b HQAWI P�covROna'
3.5" 20GA. sa6TNax FACTOR
METAL FRAMI P00f°F 0°a
w END WALL TRUSS 0 24" O.C. I I sTAND4ao °00`�ME U- _
Mon MOR Il.£MW n/ItfFv
TY MitlIG OF PALLS,BOOR.RDDF WA
END WAL I TRUSS 1001LE""B1'D"D
Pxolrclax us.cE
wawaz srEuuFA uzcc
s0uxa:TDOTrx
REVISIONS
REV DESCRIPTON DATE BY
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 GENERAL NOTES
- STANDING SEAM STEEL 1 D TIONN PLANS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL
JURS
- ASPHALT SHIGLES 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
A P P R®V E® 3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS QUIRERIOI.4.2.4.RTO ME
4.REFER IL TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
5.ALL LUMBER FOR CONSTRUCTION WILL BE 02 SYP EXCEPT AS NOTED.
6.GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND W
PERMITTING REQUIREMENTS. > 0o PF: MTR
7.ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED Q Oast 11-15-20
-> PUNS AND THE FLORIDA BUILDING CODE. LLJ
T P LINE EUMCNE ERIE LLC B.IN ACCORDANCE WITH FBC 1609.1.2."STORAGE SHEDS THAT ARE NOT DESIGNED FOR X 5<�: NTS
STRUGTVRAL ENGINEERS HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF OR SQUARE FEET OR TAN ARE
MAXIMUM DESIGN PRESSURES NOT REQUIRED TO COMPLY WITH THE MANDATOR W NDBORNE DEBRIS IMPACT STANDARDS X u axAo B-S-8E-170D
OF THIS cooE-. O
ON(10.)BUILDINGS THAT ARE 400
CD
SMP-5 William
SMI 79,IC 5185040 1 �r70m zr BA512eWIN 3 SPEED
3e 4 S S.IN ACCORDANCE WITH TOR WO FSAMILY RESDENCES AARRENNOT FOR ISUBJECTnTO THE CONJUNCTION
DO R HEIGHT AND WDTMAND
SD-� a �� '�T"B�y�
10649 0akview Pointe Terrace ZONEREQUIREMENT DOOR.THIS CODE.STRUCTURES 400 SO-FT OR MORE SHALL HAVE AN `` �r `TCEN$Lc
�+'1.8 +31.9 +17.4 +17.4 +31.9 +31.9 +31.9 +38.2 Q; ,Gotha,Florida 34734 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80(1)D,LAWN STORAGE BUILDINGS AND8.2 115.2-62.6 -24.7 136.9 115. -35.5 -48.4 STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT NO. :Z
SUBJECT TO 553.842(FLORIDA PRODUCT APPROVALS)BUT SHALL MEET THE DESIGN WIND
LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. W
11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, 64606
*( •A• ;*�
y{, T� { TRUSSES.CHORDS.ETC.TO HELP SECURE THESE MEMBERS,PROVIDED THAT THE ADDED
' `Please note.,An ueifions re olden 'Ioce(,: emmff}In shOUld.be directed TO the Manufacturer- BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. LO -13•: '�`
,l. { Y'4. Q A P. g. .. 12. AS PER FBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDS THAT ARE NOT I i p°. STATE •r44
ESIGNE The MchufOC1 UIeT.S;contacf'Infdrmahon Can:be'fo Undin::fhe hRe'block of'the plans: SOUARE FEET RORU LESS ARE MAN HABITATION
REQUIRED TTO COMPLY FLOOR HAVE A AREA
THE MANDATORY WINDBORNE OF S THAN 720 �� Fq O R I O P ;`�����
DEBRIS IMPACT STANDARDS OF THIS CODE 0 �/ (n
14. HED GLOWED IIND FLOOD E(HAZARD COMPLIANCE
MUSTHCOMPLYTHEO20 WITH THE LOCAL FLOOD ZONE �FBC 7TH EDITION. ////NS I�'�I I',
APPROVED FOR HVHZ 15. IF A WALL IS FRAMED FOR FUTURE WAG UNITS THAT WILL BE APPROVED BY THE AHJ
FBC 1826.1 EXCEPTION:F.STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF AND LOCAL REQUIREMENTS FOR PERMITTING. L' MO1Nex T.BRIExiR P.E.
I6. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL Flortla U.- 460E 6
720 SOUARE FEET(67 M2)ORS ARE NOT REQUIRED TO COMPLY WITH THE MANDATOR!KINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE LESS OF THE LOCAL AHJ AND LOCAL PERMITTING REQUIREMENTS. O
17INSTRUCT ONSPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS 0 SAeeU FBPR-1 OF 7
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 WITH BUILDEX 10-16XI TEKS PHONE NUMBER: (912) 536-1888
__ PANHEAD SCREWS WITH N3 DRILL CODE INFORMATION----------------------
NFORMATION
_
POINT AT 6'O.C.
cone vexvox
__________ w.vFvelw+eR •
'-- coxsmucnox TYPE
ewe vRorerna '
3.5" 2013A METAL COLLAR TIE, 4'-0" ROOF PANELS FASTENED ewe suwwssox sasm,
LONG ATTACHED WITH (2) #10 SELF WITH .25'-14x.75"HWH TRAXX/1 SEE ROOF FRAMING
DRILLING GRABBAR SCREWS EACH SIDE - AT 6'O.C. SCHEDULE FOR RAFTER AND .uo.raiase xui¢n or saoves
BRACING SPACING eas¢mm seem a�no.,a
e.vowra
exnaMwe
Nrt6xN.vAesweE cavvlaurt .�-nn
3.5-20GA METAL STUDS F�craa
6. SPACED AT 24"O.0 MAX. l _
' ox ouo eow ,ovu m
Dm
tw
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SEE ROOF FRAMING Tr Iu,pa a.uus.alaox,Roor w•
SCHEDULE FOR RAFTER AND uaoua vex euanmc
BRACING SPACING
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OVERHANG OPTION DETAIL souus foaTM£
a ,ass
0GA METAL STUDS, REVISIONS
SPACE REV DESCRIP70N DATE BY
SPACED AT 24.O.0 MAX. _
2
3.5"BRACE AT 3'-0'
ABOVE FINISHED FLOOR,
o _ ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRABBER SCREWS.
(1) INTO EACH FLANGE
SHEATHING FASTENED W/
N8x1.5•GRABBER SCREW (OR ATTACH ROOF FRAMING TO
EQUAL) AT 6-O.C. TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16XI TEKS
PANHEAD SCREWS WITH #3 DRILL -
POINT AT 6"O.C.
_________ ___-- Q n� MTB
------ W m 11-15-20
__ NTS
_
VARIES, 6'-0•TO 13'-8• X —1: LB-S-L3E-17GD
SEE ROOF FRAMING O
SCHEDULE FOR RAFTER AND TO 6•� m
FRAME SECTION - BRACING SPACING `"\�w....
\CENSP •.•Ly�i
TOP LINE ENGINEERING.LLC Q,+
STRUCTURAL ENGINEERS J
LLJ
William E.Neary,III 3.5-20GA METAL STUDS W _ 64608
SPACED AT 24"O.0 MAX. F-
-*•
SMP-51,SMI-79,ICC 5185040 N —
H• ■��� 1�•. �+ � 10649 Oakview Pointe Terrace N %-P°; STATE
Gotha,Florida 34734 �i0 •., F4 O R 10 P
OVERHANG OPTION DETAIL o ���'��miii 0 %*`
W Mallhex T.Boldxin P.E.
O Florida Ueeme#&4608
E 0 Sheet: FBPR-2 OF 7
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
WALL SHEATHING OPTIONS: F�
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
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 INFORMATION
T-111 WOOD SIDING
coa vLAaON '"
wxrACTURrA
/ / mwFAxc nvE
C0ISTRUa110N TdS
/ / / / rR[MRP055pN SiSld
// / / / / HIOVffi£NUp®1 OF SIOp25
3.5" 2C A. STEEL BRACE W (2)
#10 SEL TAPPING CREWS CH
4x4 P.T. POST EN (1 INTO ACH FLA E) // / / NRaa P6EmedonL�r >.•
/ wor D-Lapp
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IURNrA.K 9dLlER US.OE
SOU/RE f00TAfE
REV610NS '
r7 3 " 20GA. REV DESCRIPTON DATE BY
(2) LTS-12 3.5" 20 A. STEEL STEEL SCLE PLATE
OR LONGER STI @ 24" .C. MAX.
(SEE FASTENING SCHEDULE) F-1FLOOR FRAMING
L - I
r-4'&6' OPTIONAL PORCH--A r 50'-0" MAX.
STANDARD WALL DETAIL
W Omn Dr.ow:
. L TOP LINE ENGINEERING LLC W ow: TT-N 2O
STRUCTURAL ENGINEERS STRAP h FASTENER SCHEDULE JAI X N-1: LB-S-LBE-170D
William E.Neary,III p pRpl °np a sc STRAP @M�st
�SON STRONG-DRNE6SD SCREW SCHEDULE 0 ```11I'I"I'
SMP-51,SMI-79,]CC 5185040 ro�N '
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
sIEEL odRxEI.024• PHONE NUMBER: (912) 538-1888
�uNE e:aOGE
tS�Z CODE INFORWITION
cOD[YERLNI
wxL6Af1U1G
8' 6' BVIdHG TtPE.
CONSIRIICIION TYPE
ERE PROTM.
]S"BRWE AT]'-0' fWE AIPPRES40N STSTFY
ABOVE fW1SNEO ROOK.
ATLCX TO FACM SND r/(1)I1D OC�NICY ��
SEli DRWNG W98ER SCREMS
(1)RLID FAUI RANGE u 33•-MFA YEUL BIUCNO. ]S•WUCE AT 3'-0• ]S•-20G xEfK eP.1CWG. eLLOa�E NU�A OG SIOa65
ARACH UCH CND TO SILOS r/(SI ABOVE DNSHEO BOOR. ARAOI FACX w TO STUDS r/(1) gty0 r041 SPEEED v�110M
110 SCR[ri(1l Nf0 FACH RANQ ATMCH ro GCx SIL0.1 r/(11/ID /1D SCaC6(1)OTIO EWX RANGE
SEV DPeIING GN88ER SCaEM. UPOSURC
__ Il)PIfO[Kll NHGE � - [xRO5ul1E
R _-rtaM ense[s MUV. PR69JRE CO[RICE11f �/-0.
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of � RODE LM1E LOW
ROOK DEW lOW IDW
j JO3�1 STEEL "SDGI
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ILO01Af5 PER BUAORG
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11 To"-I- 1--- -C,e'-0'T.1]'-B' SpyylE R10fWE
END WALL FRAMING OPTION END WALL FRAMING OPTION REVISIONS P �:
REV DESCRIPTON DATE BY
11
171
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4 �
33"BRACE Al]'-0" '-0"Luz 15'-10GY xEML&IADNG. ]S'0in2 AT J'-0' '-0•WI J.s"-10U xEDLL B(uONG.
ABOVE RN6NED'n00R AITWM EACH END ro SNDS r/(1) ABOVE RXtilRD RAOR, RACx EACx ENO ro SIIAS./(1)
AT. ro FACH STUD r/(1)/lO 1tO SCfRPa.(17 aRO EA�t RAxGE -.To GGx STIR r/(1)/l0 110 scaEK.(1)MO FKx RANGE
MO UCNa M E xOTr.Tx SR!'DawxG cRo cA SCREIK.
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END WALL FRAMING OPTION SMP-51,SMI-79,ICC 5185040 END WALL FRAMING OPTION g ° 64608
10649 Oakview Pointe Terrace w
Gotha,Florida 34734 Ld +: STATE
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
SKID RUNNER SPACING* HVHZ 1RPROV€D I SKID RUNNER SPACING*
UNDER 30' LENGTH 30' LENGTH AND GREATER a �`—
SHED WIDTH A B 6'-0" 2"x4" ' SHED WIDTH A g 409 DIXON STREET
6'-1" TO 11•-8" 2"x6" VIDALIA, GEORGIA 30474
ENGINEEIUNC LtG-E 11'—B" 2"%8"g•_p^ ts' 4z' g•_p^ 12- 24' PHONE NUMBER: (912) 538-1888
William E.Neary,Ili 8_0" tg• 60" 8'-0. 16" 32"
SMP-51,SMI.79,ICC5185040 -NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE CODE INFORMATION
10649 Oakview P4lnte Terrace 10'-0" 16• 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10•_p- 20• 40"
Galva,Florida 34734 DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
11•_p^ 24" 84" ARE INTERCHANGEABLE. 1 i'_p• 22' 44" g1°0101"'e
[eN9RU[1WN TEP[
11—8 28 84" -FLOOR SHEATHING SECURED WITH 2j'XO.1 13' NAIL 11—8" 24" 46' roc/RoTDM. :o:rt
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13'-0" 36" 84" (OR EQUAL) 13•_0" 26" 52" occlsuc�
0 6" O.C. MAX EDGE AND FIELD uLo..azC xwam oc srows
13'-8" 40" 84- 13'-8" 28' 56"
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-VALUES
ARE FROM END OF JOIST -VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. Nr[wa¢vnaa+a cxlixar ./-o.+e
rPORIwt2 Fr4E0N
50'-0" MAX, v4er ou4+o.o ',
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REVISIONS
REV DESCRIPTON DATE BY
o�or. M B
W Dale 11-15-YO
NTS
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P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6L4'—O" OR 6'-0" 0 ,;�S....... ,•
JOISSCHEDULEEFOR SMZES T SIZE, SE FRAINGS.Y.P. �/2 SKIDS OPTIONAL PORCH g ''���%�O�111
2 & 3 SKID FLOOR FRAMING PLAN Mat1Ne.T.Baldr�o P.E
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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 INIORI ATION
CODC KRLON -
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9nDnC TreE
1j-x I3-NOTCH cars ON Tres •-e
FOR EACH JOIST rus NNarzcTmx ro,a
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ATT {l;ACK JOIST TO SKID WITH 'x4' Auaa.ac aymn a soars
LAG SCREW OR (2) SIMPSON H-3 es¢.vm scan .-nu.•N
(OR EQUAL)AT EACH CROSSING D,varvNc
12"LAP SPLICE FASTENED WITH (6)&-x4'
LAG SCREWS ON INSIDE, (3)4'x4'LAG JOIST T 0 -SKID �` ``"`�'"``�"�" •,-`�"
SCREWS ON OUTSIDE (9 TOTAL) ��
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4"x6" P.T. SKID SPLICE
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WALL SHEATHING REVISIONS T
REV DESCRIPTON DATE BY
3.5'20GA. STEEL STUDS 016'O.C.
_ 3.5'20GA STEEL
\.L SOLE PLATE SECURED
WITH A"W LAG FLOOR SHEATHING
6 SCREWS 016'O.C. FLOOR JOIST
1.5 r ------------------
SENCO K28 (OR EQUAL) NAILS,TWO
ROWS 1.5"FROM THE EDGE, ® 12' _____________
• O.C., STAGGER ROWS 6'. --- W o�B" Mra
3'x6'SPLICE PLATE FASTENED WITH 2% BLOCKING BETWEEN SKIDS AT 71-75-20
2'x4'BLOCKING BETWEEN SKIDS mw: Nf5
(5)-SENCO K2B (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST W
EACH SIDE SECURED WITH (3) 0.120-x3- WITH (3) 0.120-x3-NAILS 012'O.C. X �+/� LB-S-LBE-170D
NAILS 012'O.C.STAGGERED EACH SIDE STAGGERED m `````� 1IT. &
\,\DENS
(2) 2"x6" P.T. SKID WALL TO FLOOR a
`� E- •.,•�L-
SPLICE/SECURING CONNECTION DETAIL -J =� NO. �=
64608
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TO PLINEENGWEERING LLC STATE
STRU_RAL ENGINEERS r J -�� FQ p R 19
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 / �� ®Y�® �411 111111111k
10649 Oakview Pointe Terrace Of u.tth-T.ftW.i P.E
Gotha,Florida 34734 O R.,W.U—. 64608
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED
0•-0'MAXIMUM BUILDING LENGT
ELECTRICAL SYMBOL KEY 409 DIXON STREET
VIDALIA, GEORGIA 30474
RECEPTACLE PHONE NUMBER: (912) 538-1888
ffF��11Y 240V WINDOW HEIGHT, LOCATION �a CODE iNFORUAT JON
t40 RECEPTACLE AND QUANTITY MAY VARY
AND ARE OPTIONAL r•,nr•cn�a
auewc Tree
SINGLE POLE
SWITCH 19�pi01C010X
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS °� °•
THREE WAY MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT
SWITCH uic.wua:""�"°'sraRus
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CEILING MOUNT \ `�
LIGHT FIXTURE
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WALL MOUNT
LIGHT FIXTURE o \ M100f°Fd 1°"0
SEE VARIOUS END WALL SEE VARIOUS END WALL R00F
FLUORESCENT `ol FRAMING SECTIONS FOR FRAMING SECTIONS FOR R00R°F°10'D 1p°u
LIGHT FIXTURE WALL AND DOOR FRAMING \ / WALL AND DOOR FRAMING
Ul 'R'MIIMc Q YLLS.BOOR,RO°! W
JUNCTION BOX
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REVISIONS '
/ REV DESCRIPTON DATE BY
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
J
WP
ELECTRICAL NOTES:
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 > o•.,e,: WTB
4.20A GFCI OUTLETS
A w oau: 11-15-20
5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES. �T TOP LINE ENCINEERING.ULC NT5
5.ALL SWITCHES TO BE AT 48"-52' A.F.G. i 4 STRUCNRAL ENGINEERS X N•+F LB—S—LBE-170D
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING William E.Neary,III m `t%%111111I11/8.ALL OUTLETS TO /
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER SMP-51,SMI-79,ICC 5185040 d ��FCI ��E N...T.:,eq�0���
CURRENT DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO 10649 Oakview Pointe Terrace g `��e:: _10ENSe
LOCAL APPROVAL. Gotha,Florida 34734
J z NO.
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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). I �1J s' STATE ;tu`
(A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (10FT). IN ADDITION,
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EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHIN (3 FT) OF EACH OUTLET BOX, "A A�I ® LE-9 Q // S..•'• ••••••"'ECG
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JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION. U //�/,0 i A ```���
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). U naeo ukn,Bss #64608
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN#LB-S-LBE-170D-20***HVHZ APPROVED