HomeMy WebLinkAboutProduct Approval 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-B-1 7OD-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,T h 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.
;Resectfully,
m E. NearyrI
Business Partner
Top Line Engineering, LLC
BILL.TLE@vahoo.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
VARIES 3'-0"TO 50'-0" _
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER; (912) 538-1888
sere
CODE INFORMATION
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REVISIONS
ROOF SHEATHING OPTIONS: ROOF FRAMING PLAN REV DEscfllProN GATE Br
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL GENERAL NOTES
- STANDING SEAM STEEL 1.FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
ASPHALT SHIGLES GOVERNED BY LOCAL JURISDICTION.
2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
•+ 3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS
R 101.4.2.4.R402.1.
REFER TO
eif Please note:Arty Questions regarding local permitting should be directed to the Manufacturer. 4 REQU REMETNTS DOWNIE TOMEET CIO EFOR PROPER INSTALLATION
The Manufacturer's contact Information can be found In the title block of the plans. 5.41.1.LUMBER FOR CONSTRUCTION WILL BE t2 SYP EXCEPT AS
ROOF SHEATHING SECTIONS NOTED,
ARE CONTINUOUS FROM SIDE 6.GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY
WALL TO SIDE WALL HAVING JURISDICTION AND PERMITTING REQUIREMENTS.
DESIGN PRESSURES f J.PE WINDOWS AND DOORS TO MEET THE MINIMUM SPEDING CODE
PER THE APPROVED PLANS AND THE-FLORIDASTORAGE
BUILDING CODE.
170m h BASIC WIND SPEED B.IN ACCORDANCE WITH FBA 1609.1.2,HABIHABITATION
NSTORAGE SHEDS THAT ARE
CT/0 NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR
P ' AREA OF 720WITH
SQUARE FEET OR LESS ARE NOT REQUIRED TO
1 2 3 4M+7
WALLS ( COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT
STANDARDS OF THIS CODE".
ZONE +7,5 +7.5 +7.5 +7,5 +2D.D 9.IN ACCORDANCE WITH FBC 1010.1.1.EXCEPTION(1D.)BUILDINGS a.."A+ wa
THAT ARE400 SO-FT OR LESS AND THAT ARE INrENDED FOR USE
—57.9 —62.3 -68.1 —74.2 -22.2 IN CONJUNCRON WITH ONE-AND TWO-FAMILY RESIDENCES ARE owe 11-15-20
NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF swe
THIS CODE.STRUCTURES 400 SO-FT OR MORE SHALL HAVE AN NTS
BO-MINIMUM DOOR. "It. LB-S-B-170D
10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80(1)E LAWN
OPTIONAL BOTTOM CHORD STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF IIIIIII
Z
r]� / /
/ WITH LOFT OPTION APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 5ESIGN a %%%
1 (FLORIDA PRODUCT APPROVALS)BUT SHALL MEET THE DESIGN WIND m \\ �� ,,........•,�Q /j
------------r-— +- - -�-- -- - LOAD REQUIREMENTS OF THE 213. SHALL 7TH EDITION. \\ ,,,•� •yti Q//
L-__________-�.---___�_______�_ �__-_---�--_--_---" 11. FIAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL %/� ACENS /
MEMBERS OF WALL STUDS,TRUSSES,CHORDS.ETC,TO HELP J �\ f' L f •y //
..L'TOP LINE ENGINEERING LLC ROOF SECURED TO WALLS WITH 3.5" 20GA. SECURE THESE MEMBERS,PROVIDED THAT THE ADDED BEND DOES LJJ 1 Qjj y j
.•T-3�k0�YGw.LE—NCIt7E-EIL BUILDE% N10-16%1 PANHFlID TEK ME7pL FRpMINO NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN 7HE V) �( N0. 11
SCREWS ® 6"O,C, ®24"O.C. MAX. �P' ~ !( 64608
William E.Neary,III 12. AS PER FBC SECTION 1626.1 EXCEPT ON(F):STORAGE SHEDS N �*• i
SMP-51,SMI.79,ICC 5185040 THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A
SIDE WALL FLOOR AREA OF LESS THAN 720 SQUARE FEET OR LESS ARE NOT I 04 0 `
10649 Oakview Pointe Terrace I I REOUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS „ STATE
13'-B"MAX. IMPACT STANDARDS OF THIS CODE. / .y
Gotha,Florida 34734 13. COMPONENfs/CUIDDING ARE IN COMPLIANCE WITH THE 2020 FBC � %/0 y. 0 R I D P
BARN STYLE ROOF 7TH EORION.
14, SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH QO //j FS'• ... •THE LOCAL C9\\\
15 APPROVED IF A L SO FRHE AMED
AFOR
ND I.FUTURE
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APPROVE D FOR HVHZ 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE
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720 SQUARE FEET(07 M2)OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY ONDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE, PERMITTING REQUIREMENTS. O n ane orldo th $We
17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER
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WALL SHEATHING OPTIONS: -
BOX RIB ALUMINUM
- TWIN RIB ALUMINUM 409 DIXON STREET
DUTCH LAPSIDING ALUMINUM END WALL VIDALIA, GEORGIA 30474
- DUTCH LAPSIDING STEEL SIDING 3.5" 20GA. STEEL PHONE NUMBER; (912) 538-1888
SECURED WITH (2) H3 OR EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
(SEE FASTENING SCHEDULE) - �" T-111 WOOD SIDING TOP PLATE
CODE INFORMATION
— HAIR PANEL STUCCO AND T-11 i SIDING CODC VQ6 ON s �
END WALL - HARDIE BOARD SIDING Acm�r u.
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REVISIONS
REV DESCRIPTON DATE I aY
3 20GA,
(2) LTS-12 3.5" 20 A. STEEL TEEL S E PLATE
OR LONGER STU ® 24" .C. MAX.
(SEE FASTENING SCHEDUL ) FLOOR FRAMING
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STEEL CHANNEL 024' rp >•,,,
O.C.MAX,12'O.C.0 9
FAME 8 RIDGE
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER. (912) 538-1888
--- — - —------. ——
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END WALL FRAMING OPTION 12 SKIDS. END WALL FRAMING OPTION earo TDAM,Lew yr[6R.0 ID
REVISIONS
REV DESCRIPTON GATE I BY
WA_11 OPENI FOR RI WAILS RE
TO RF HERE FOR E IE O F TO THOU
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3.5'BRACE AT S-0' T 3.5'-20GA METAL 3.5'BRACE AT 3'-0' '-0'MAX 3.512OGA METAL
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FLOOR,ATTACH TO '-0'MAX. EACH ENO TO STUDS FLOOR,ATTACH TO EACH ENO TO STUDS
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SKID RUNNER SPACING* SKID RUNNER SPACING*
UNDER 30' LENGTH 30' LENGTH AND GREATER
SHED WIDTH A B 6'-0" 2"x4' SHED WIDTH A B '
6'-1" TO 11'-8" 2"xs' 409 DIXON STREET
6'-O" 15" 42" > 11'-8' 1 2"x8" 61_0" 12' 24" VIDALIA, GEORGIA 30474
8'-0" 18" 60" *NOTE: JOISTS CAN BE EITHER'#2 S.Y.P. OR 18 GAGE 8'-0" 16' 32" PHONE NUMBER. (912) 538-1888
10'-0" 18' B4" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 10'-0" 20" 40" CODEIFOR INFORMATION
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND o
11'-0" 24' 64" ARE INTERCHANGEABLE. 11'-0" 22' 44"
Acnam, ua
11'-8" 28' 84" 11'-8" 24" 46" �'°N0A°`
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REV DESCRIPTON DATE BY
13
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PHONE NUMBER: (912) 538-1888
CODE INFORUTRON
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WALL SHEATHING REVISIONS
REV DESCRIPrON DATE I BY
3.6"20GA.STEEL STUDS 016"O.C.
3.5"20GA. STEEL
1y SOLE PLATE SECURED
WITH(g"x4"LAG FLOOR SHEATHING
6 SCREWS 016"0.C, FLOOR JOIST
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1.5 r ------------------
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BOTH ENDS SECURED TO END JOIST Z y�y, LB-s-a-17D0
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ELECTRICAL SYMBOL KEY. 409 DIXON STREET
VIDALIA, GEORGIA 30474
RECEPTACLE PHONE NUMBER; (912) 538-1888
WINDOW HEIGHT, LOCATION ��
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240V AND ARE OPTIONAL l woE votsoN
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CEILING MOUNT
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'o FRAMING SECTIONS FOR FRAMING SECTIONS FOR troaE uc ttuo 'p°�a m"°P 1°1p
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/ REVISIONS
R DESCRIPTON DATE BY
OPTIONAL ELECTRIC TO EACH UNIT
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EXISTING POWER SOURCE
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11,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 Z
4,20A GFCI OUTLETS Q Q °v 11-10-20
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�'GfRQC`ID1Z1 ENGINEERS STATE
MD.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (6). jF 4,
William E.Neary,III �� :,, '`p R i I"..r�
(A), SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (10FT). IN ADDITION, w �i F ,••
&NCTION BOX, DEVICE BOXE#,f,H EMT RUN BETWEEN , CABINET, CONDUITMINATION POINTS SHALL BODY,BORSOTHERLTUBINGENED TERMINATIONTHIN (3 FT) OF EACH OUTLET BOX, 5106490kviewPDnteTerrrace ��'/ � .............I
MEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO Gotha,Florida 34734
1-- Yatth"T.B°idwin P.E.
1A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT). C) Flond°V— 5480a
w J sit: FBPR-6 OF 6
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN 4 LB-S-B-170D-20***HVHZ APPROVED
TABLE 2A — 1 T 1 A — 120E
SPA
30" AUGER ANCHOR SPACING ANCHORING ORI G TO CONCRETEC.O
MADNU ANCHOR SHED WIDTH MAXINUN ANCHOR
R� 1��ea SHED WIDTH SPACING SPACING
( (sm sT") (0 2 5 0YP x oN e', OR �7 7t UP TO 16'-0" 10'-0" 24'-0" 6'-W
(SFE N07F5) U)4.4 OR(�){ae PT,e!P I 51tC9 1V! CVJ
,/• •(',p00 )wNt:PCfE ALL DSE(.&N DE aT ON WO ). TYPE 2A 20•-0" 7-0°
I�E €A �4i nH WAwER rc-°a�M mew earzD ro r.—., YYPE 1 DRIVE
w•AUGE 6'-1"TO 20'-0` 6'-0• _
3 ewer�no uu rmt W�Avms AN°'°R AN0,IOR v '-1"TO 24'-0 8'-0• 16'-0" 7-6°
• •. • :.T FOR ROCK/CORAL FOR S02lCAY
Exswo 4•CONCRETE VY.r(d,ao0 tD,l coNrReTe 14'-0" B-0• CODE:WFOR nD
N I
WEwE ANanft WITH D-our,HEl o TABLE 2C — 120E
(TYPE 3) : �'.• TYPE 3 TYPE 2B 30"AUGER ANCHOR SPACING
L"
CONCRETE 30•AUOER MAUM ANCHOR 12'-0" B'-6• CODE 1>T✓SON • i�ii'w'
ANCHOR I SHED WIDTH MYAIACRRO)t ruODo
D16TIN0 4'CONCRETE W AOD'ANSIO Y SPACING
DOLT 10'-0" 10'-6' aueDRic TYPE
PICA C 0 E UP TO 24'-O" f0'-0• coNSTRIX.TON T+Tc Yr
_1/Z'H'p.000 Ia)coNcRE1E 2,4 sae PUTE(NoruRAur 8'-0" 12-0" Ire woTEctaN Iwa
6 ANOIOR WITH Y WASHE,
aPU81L WGOD oR Ps)
�4 6'-0' If-T nec sWPIOLsOTI SYSTEM mm
mcr
TABLE 1 B — 140C °�eSE
ALLOW/BE xuleTA W stoats I
ne-DOWN smAP BOLTm rTaAt ANCHORING 0 CONCRETE U,sc W sv® Wa-tm tanTmw
DnTOO 4•CONrnnE FIDOR J WN STR tm nRwE a (f)4.4 s p 12 ON s'WmE oR tEss. (t)4a4 s x ON e'WOE OR LESS, SHED WIDTH MAXIMUM ANCHOR o
BOLT YOINW 1YRM WASFQA9 (x)ae OR(1)44 P.T.SP/2 SIODS (2)ae OR(�){.e P.T.SYP 12 SpOe SPACING
(NUT A:BOLT OR LAO Bal) ALL[LSE(CW BE SET ON GROUND), -DOWN yT�P SECURED ALL[ISE(VN BE SET ON CdUIRD), OIQ04Rle LN]OCID
TM-DOWN SOUP OMIM ro TYPE WITH IS)IOa1.!•NNS 24'-0" 4'-0" Drum PRES=counCIOU .!-On
3µ�NpRWOH 1/Y ORIDO a UPORTA"rACTOR 1D
ia'T NI'a TYmI CPA " 20'-0" W-W
ROW DEAD IALO tw
ero'.3G•rARn+ANCHORt
f/Yvr(4AW LB.)tVETE AUGA sME TOR 50�L/cur. ROOF UYE LWD SurY Or m 1aM 1010
WYDGE ANCWR WITH U( FLU OME SME F911 ROCK/wRu 16'-G" 6-6° FLOW DEAD wo tov
1/2•rr(4,000 Fa)CONCRETE ••, '. ,'.' 14'-0" 6'-0° mm UVE LOAD Psv
W'tDOE MOIRA MIRK 2•WASIOA DUSRND r CONCRETE LPfONAL$UPPOIrT PAD(P.T.WOOD, 'V ROM Or MINTS.FLOM ROW WA
1/;.,If LTD BOLT
O 1•O.C.MAX 2ae P.T.SCE PLATE H.arR OR PAD SPAO]J
AT e'-0'M1%. ) 12-G 7�" MwuTa PER fRRLOgtl i
10'-0" B'-6" mmu-E smm us uS ISO
Oasrrq 4 B'-0" 1Y-0° SQUARE FmNDE nr Con.O ttm
6'-0" 12'-0" REVISIONS
nE-DOWN SWeaLTDo THRu q DESCRIPTON DATE BY
IDOR JpSf WWOmKI 1/2•GRADE e 1 Ia4 SYP/2 ON e'WOE OR ILSe.
STP Ix ON B'WOE OR IESS. MlT tANW1W WOK WASKIa to O (t)4ae P.T."/2 SxmS - I f>,m nc x/xlJbl Yn
�wMI ALL ELSE(uv0PC SET ON�qD� OW°DW DR;8 �( BE SET ON GROUND).
ANCHORING TO CONCRETE
TRO,tEVtup'Sy�D� SHED WIDTH MAXIMUM ANCHOR
yyqq a1 EaE RAZE DWLWNEr (SEE NOTES) e/e••SO•FALRfN ANCFA)R SPACING
CONCRETE 1
WB)UE��Wm�ii WASIaft DUPARE Wow aR P.T.) tkax Wm�i r w Y.FOR R � �24'-0"RAL
t...,..'F--''_:a_• OR a OR OP DIImTM r wNaRETE TICAL
o.� n
., ; COME FXISRNO r CONCRETE SUPPORT PAC .T.WOo0.CONCFETO i 6'-O" 6'-0° 4/3/16
rovk OCK Pw)sPAuo AT a'-o•WK. 14'-0" 5-6•
NA
"� 12'-0" 7-W LARK BUILDERS
`111111111//
TR-DDWN SIRUP DATED TO (1)4a m 2 ON e•WOE oR LESS. TM-DOWN L( ) K A
(2)ae OR(�)4e P.1.5TP/x SKUS f fad SYP/2 al e'WOE aR LF55.
amuNo AHCXOR lMil+1/2' AIL ELSr1uN Be sn off m0wm). ae oR(U sae P.T,aTP 12 sKms 6'-0"
2� 1PI�L STfFll 1' ENRAGE a-T n,j ALL Rs(U DE SET ON cROUFm). Q
om STRAPT WASHERS,AU50 CalIV1U0119 AtRO OE-Dm STW MILTED TO
rL00R Jom ((1))dv{sn Ix oN C WOE oR TESY ATTAcxED ro uawRo ANCIOR AN aR rpm 1!2•eRAOe 6'-0" 12'-0"
�pAOE D Dar (x)2.e OR(U dae r.T.srP/x sKOs oN OPPasnE SIDE a Dar�iOaNW WITH WAsxERs
WIRI WJSFIEA9 Ni Oscp"m SET ON CAOUND}
(NUT irtlOi�TAD BOLT) D/e•.0O•EARTH ANCHOIU a/e•.JO•EARTH ANCHOR -
AU¢R SIT{e FOR 6wwy, AU¢R STRt FOR 6600IILL//cur, .:I -9 D:
DRNE STrE FOR RAE R00(/COPAL ' D SM FOR ROgf/CORLL i "STATE OF (U
CONCROT
WEDGE ,,,,NG 4'COIKJRY,,OR SVPPo,, LopnoRm. Ffam ORIDPa \`\
PAD(P.T,WOOq W4CRETE eLOfN 09 Ca wMOOK OR Mj op,
//�
PAD)sPAD®AT e'-o•wx. AT e,-o•IIAx. Z If111111I%%%
Em»o4•CONcaTE TIE—DOWN DETAILSTABLE 28 g
(: N R�Nc Is DESIGNED As pFA AscE-z 30"AU ER ANCHOR S ACCIING ° Digitally signed�T.
ALL EMS ARE CENTER_10_CENTER. MU ANCHOR Z Matthew Baldwi
y nE 47gAP5 TO BE MINIMUM 1 f'x 0.036 ULVp11 T STEE4 FEDERAL SPECMCAI ON5 00.5-781-H,TYPE-1,FlNBH-B,GRADE-I. DE-DOWN SfiUP9 OR CAM LE AN SHED WIDTH
C HARDWARE TO KAYE 4,723 La MINIMUM ULTIMATE CAPACITY(3,180 L8.x iS). SPACING
4. $ L'HORS SKULL HAVE A MININUM 4,300 LB.CAPACITY. ;
3, LDCAIED AT EACH CORNER,MA)GMUM 18•FROM END(4 MINIMUM PER BURRING),AND SPACED AS PER TABLE 20.B.0 DEPENDING ON SHED WIDTH,WINO UP TO 16,-0" 1o'-0" O Date• 202 1.0 1.05
&ASURF ANCNORSNOTNEEDEDON ENDS.S TO BE SPARED AS PER TABIE 10.8.E DEPENDING ON SHED WIDm.WIND SPEED,AND EXPOSURE. lfi'-1"TO 24'-O" B'-O` U
7. S TO rtAVE A MINIMUM OF 4•COVER(DISUNCE FROM ANCHOR TO EDGE OF CONCRiETE).L JI"°FiwACtY 1B 2,°°°PBFmPa 09.33:22 -05'00'
ND CONCRETE ANCHORS MAY BE USED IN CDWUNCTIDN PROVIDED THAT THE SAME UWMUM SPACING IS FIXIAWED FOR EACH ANCHOR TYPE. Q
CAN BE OPTIO `191.HGU VWC,%SPUD CONCRETE BLACKS(8.81.16 MA BER�KEDON ADS FOR CAP BOARDS(HIGH SETSOLIVER U P TO48'w"000T RONFOC. ORRC1NGiCB2 OR EOUNA(EF11) Of
LLI Mottmw T.B.IDWIO P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND 1-- Flo,I&J-..e 64BDB
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES �1 < Sneer: AP-1 OF 1
TABLE 2A — 170D TABLE 1 — 120C
30"AUGER ANCHOR SPACING ANCHORING TO CONCRETE
e0LTF01M211 NATO ANCHOR SHED WIDTH INUN ANCHOR UrSG SPACING
`u'� ne-ooirN smw (0 44 sw t GN e•WmE urss UP TO 16'-0" f0'-0' 2q'_p" 6,-0' �';
{�p•�ppyoo to CONCRETE (s[E NOTEs) (ALL)FiSE(CAN� ��i'olt w )
k('
W€9E€ZFlDHa+w�DH WASHER TYPE 1 TYPE 2A ]j 16'-1"TO 20'-0" 9'-D" 20•_0• 7-0• -:i.. ;,,',...... �r
TIE-DOWN STRAP Bator ro Trl'E r7i�
.. IN��pA1t�I .ro•DONE w•Aucm
!DOLT YO[W4'WGnYi Ww E ANawR ANCHOR 16'-0" 7-6' --- ..
FOR ROCK/CORAL FOR mu/Cur 0'-1"TO 24 6'-0.
EXTSM0 a CONCRETE /]•.!•N.oao tN mNaETc 14'-O" 8'-D'
WEDDE ANDWR WRH G_CHAN) D TABLE 2C - 120C CODE INFORMATION
TYPE 28 30"AUGER ANCHOR SPACING
arPE n �:�•.,. TYPE m' uAGDM ANCHOR 12'-0" tI'-6' mx TERS"
Dom;4•CONCRETE WRH EIPAWOV =11 SHED WIDTH LAA AN WMIACRMER uert 1AYlD6
sm FOR sOL/ur 10'-0" 10'-6'
TIN
UP TO 24'-O" 1D'-O'
4" E.4 sou[Pun(NATURALLY TYPICA ANCHOR TYPES 6'-0" 12'.
NZ'U5€ Al WRN YwNDREFE meAmE WOOD OR P.T.) rD¢vRorecnoN Ilx
_.tea 5'-0' 12'-0" m v TREswN ssd we
-� `,7 " T BCE B — 140C °`,. �Lm
ATLOWAHE NIAIB[R or sroRR.s T
ANCHORING O CONCRETE
ID.M4.4•COHOST[ TIE-DOWN mw e0L1E0 TIwA 819C xNo span v..lm/1roAllOme
nnoR lasr I r ORAD:a (I 4,4 sTP I]oN Ii WIDL oR uus (I)a.s srp/]oN r WmE oR[as SHED WIDTH NUN ANCHOR D
Doe TUN II WASNDa U�h!OR(I)4.6 P.T.SP snos SPAdNa
DAR&DOLT OR tuA earl ALL[LSE(UR BE rEr N woUND), 11E-DOWN mew sEewaO DSUVRT°R'*pPjD)• ENa09IR[ Dlamm
TK-DDAH srw DOLTTD To Ffn xRN(a)1-1d•NAvs 24'-0" 4'-0' uRvouL m[sRea LroEFTmPDrt .i-al[
e FLI Ai Irfmrl WASHERS 20'-D" W_0* DoiD Imn 1oi�
t s•U.om La>mNORETE a/e•.3U•1ARTH ANCIM
WTD 'ANarort Wml u-ONANN¢ IlwDIsm TTm cm 16,-0" 5'-0' ROW IAn:LOAD AV@ a AWD TVR IDb
DIOWE smE Fat TATaR mwL
(Orc!) now ttAo TOAD 1tA9
V:•.Y(IA00 LIL)CwDLDE •. , ••••• ' 14'-0" G-0° FLOOR LM LOAD ecPs
WE11GC AVww WITH Y WASHER
LAG BOLT DOStIN6 4'Co, OPTDWI.SlePaa PAD(P.T.Wam.
•1'O.C.HAr. ]aE P.T.SOLE RATE AAtWC O'SLOG(w p SPACED 1Y RA1/10 Oi WLLtS,FLOOR,ROW WA
AT e'-0•Wtl '� 12'-0" 7-e' uadAEs Pta NAmTo 1
10'-0" 6-0' KTFDOw6 ViDT1ECTDN uSAG[ ra
M[rPK/JR SAEL1[R uSAOE to
[XISfINO 4'CONCRETE 6'-0" 12'-0' saws FamAOL nD wn.w ua
-DD"STRAP VOL-FNRu 6'-0' 12'-e REVISIONS
FLOOR,KAST WRR t/Y wr1a:a (t)4.4 sm 1]a e•WD[w TEss REV DESCRIPTON DATE BY
`)40 1 ]ON 6'WIDE OR lES1 BOV MNNW WIM WASIQAS R) 4.e P.T.519/]SND$ - I mm 1.e y!I/]0 Ne
mNN ALL VWSE(GN�BE SET ON VOUND). ( A BaT°R 23%"Da0 ANLLL D.u(cW BE stt ON aawNo>,T ANCHORING O CONCRETE
�Oam II s&P s/^�le SHED WIDTH I U ANCHOR
2.{s01[PUT[RU]t.R.VLT (�Nm6) a/e':M TAUG AIETDR SPACING
�h.s;U,�o L8.)mNORETE 12 il' FOR G mlE
WIISdEhtlidRA Wm+]•VASN R wrau Wom w P.T.) WEu:E ANcamoR Win)] wva MR RocKrmRk I''` 24'-0" S-6'
IT
I` LOOS.OS. cos n DwRpmwNROr 4'
W DC ONC.rR.E TWEO DOR
G OClO'HDOCNR'LA L
°PDONA.RENFORC D [
4/3/1e
CONCRETE FNNOMRON 14-0 5-6"
N/A
LARK BUILDERS
/2 ON e•WIDE OR Ras DE-DOWN SnGP
llE-DOWN mw Balm ro pl 2n8 OR(I)4.e P.T.Slp/]SIapS (SEE NarEs) T (I sa sw/2 al e'WmE w las.
y SEED!t' w e eµOL°r iN i"nt Ii rtN ADiA�Vs(uNNeE si•oN�wou=) 8'-0"
f ALL nc.(OAN BE SET ON cRoulm). ` A. AICEN9F //
T FLOOR JOBT 1 IN SYP 1]w e WDO OR l[SS. I'
A.ALSO T°aR ANCHOR N'����ro NO:64888 y
E e BOLT (())2.e w(1)4m P.T.STP/]SXCS ON OPPoDIE SIDE R.N.NN.AN w Wpm I -
p) a BarUwuuY Wn�WASNERs
WASHERS ILL fllE(CAN BE SR ON GROUND}
INUTWa Lr 2ILO earl a/R.!o•FOR uxNOR: i.: aPo•.w•EARTH ANCHO .
AUGER E F R wwnn/=' acER sTTu roR m�L/aAr.
DRrVe smE rw mw/mwA , ,, , DWWE S1Rtt Fw Ruac/mMt ''�` i p �BTPTE OF [y�
I/]�5•( 1 coNcRDE . ��O.O PLIO R I
WDwEN�NFf&+®W7M]•WulaD {;•.I /4`••�, _
EXImlN 4'CONCRETE OR SUPPORT / S "'+.....••
PAD)PAD(PQLAOtM00.CON DIE OR MAX AT
w PAO)•mxm
ID.Sm coNaRm TIE—DOWN DETAILS
1. No IS DESIGNED AS PER ASCE-7. 30"AUGERALE BNCHOR SPACINGODigitally signed
ENS ARE CENTER-TO-CENTER.
y ID ;RSOUD
TO BE IfiNINUN 1 �' 0.038'GALV IZED STEEL•FEDERAL SPECIFICATIONS DOS-781-H,TYPE-I.FINSH-B,GRADE-1. TIE-DOWN STRAPS OR CABLE AND SHED WIDTH LVXI UM ANCHOR Matthew Baldwi�WARE i0 IUYE 4,721 LLBB MuuNUlA ULn TE CAPACITY(3.180 LB.a 1.8). S AN -
4. SHALLAVE A MINIWN 4,300 lB.CAPMM'5. 00ATED AT EACH COMER•M"UM 16•FROM END(4 MINIMUM PER BUILD)W),AND SPACED AS PER TABLE 2A.B,C DEPENDING ON SHED WIDTH,WIND UP TO 16'-O' 10'-0" O Date. 202 1.O 1.O�
ANCHORS NOT NEEDED ON ENDS. _S TO BE SPACED AS PTA TABLE 1AB.0 DEPENDING ON SHED WIDTH.WIND SPEED,AND EXPOSURE. 16'-1'TO 24'-D 8'-o- 0
7. S TO HAVE A MINIMUM of 4-COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
RING tAPAGIY IS 2.DO PSF(TYP.) 11
ND CONCRETE ANCHORS WY BE USf:D IN COWUNCTWN PROVIDED THAT THE SAME NA)aMUM SPACIND IS FDLOWED FOR EAGN ANCHOR TYPE Q09:33:22 -05 0010. CAN BE OPRONALLY CAPPED WITH APPROVED ABS CJP BOARDS(OLIVEA TECHNOLOIES,R1C.MODEL/OTICSI.OTICS2 OR EOUrVkD)11 CONCRETE BLOCKS(8'.8.061 MAT BE STACKED ON PADS FOR HIGH.SETS UP TO 48'WTTHOUr REINFORCING a
L.LI Ma11HeW T.BoIdWIn P.E.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND cm dR uaD".D 6afiae
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES � sNDe:: AP-1 OF 1