HomeMy WebLinkAboutEngineering FIA Manufaotuied Bukhag Program
1940 North Mmoe Sum
Busi�neSf'(`' l Site90A
Professi�nai Tallahassee, Florida 32399-0772
Phone:8%4871824• Fax:850 414.8438
On Lawson,Secretary Rick Scott,Govemor
August 22, 2016 RECEIVED
Robert Moore
Lark Builders, Inc. FILEJUN 1 0 Zr�9
P,O.Drawer 629
N Vidalia, GA 30475 FST. - cIQ County, P-4rillltt1,,(
RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22, 2019
Dear Robert Moore
It is my pleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P O
DRAWER 629,VIDALIA, GA 30475,has been approved under the Manufactured Buildings
Program, as provided for under chapter 5�3, Part I, Florida Statutes,to manufacture Factory
Built Schools, 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 maintaln 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,floridabuIIdIn(r,o}rd) 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.floridabuildIngorg 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:Professional Service Industries
• 4 -'
<>E-
TOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
April 3, 2019
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, Inc.
Plan #43450.
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional
Regulations, the above referenced plans have been reviewed for compliance with:
2017 Florida Building Code, 6t" Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
All mandatory comments have been satisfied and plans are approved for
construction by a currently approved modular building manufacturer.
If you have any questions or require my assistance in any way, please do not
hesitate to contact me.
Thank you.
Res ectfull
William E. Neary, II
Business Partner
Topline Engineering, LLC
BILL.TLE@yahoo.com
10649 Oakview Pointe Terrace• Gotha • FL 34734• Phone (407)421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
THIS BUILDING IS NOT APPROVED FOR HVHZ
L TOP LME ENGINEERINGLLC
STINIE ENAE ENGINEERS.
William E.Neary,III
SIV1P-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION
— BOX RIB ALUMINUM DESIGN PRESSURES cw CRSgN _
— 29 GAUGE STEEL AG PANEL
ROOF+41.7/-141. BirmE
— STANDING SEAM STEEL ASPHALT SHIGLES WALLS/DOORS/WINDOWS+48.8/-43.9 if P hcnox'E a
rerc wRPRfsswN sY51EM No.t
accuRAxci
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF esrcPm svEinR o s oRds .`�
E[POSMiE
ENCLOSURE
MERw1 PRCSSWC COCfiY EM ./-O0�
�ORLWCC 1-oP
ROOF OGAD LOAD
ROOF WC LOAD ]MY q]COe AM lOW
fOGD LOAD
VAULTED VAULTED f— OAO
l L
SLOPE SLOPE T"MTNO of.Alli RDA,ROOF WA`
HOOUIfS PER D .G
MURRiGM PROIFCCON L5AO[
HURfiCANE SHCLm USAfl
Q OOiAU o SOJI.OR tCff
1 sou.RE REVISIONS
REV I DESCRIPTON DATE BY
i �
Lu STANDARD
I� SLOPE
DO I Q
MTB
o STA DARD RIDG 1
10/15/17
N/A
O LB—S—LBE-200D
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METAL FRAMI
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—OPTIONAL PORCH-4' OR 6'—I RAFTERS ARE IN—LINE WITH WALL STUDS
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. t S^ret FSPR-1 OF 7
THIS BUILDING IS NOT APPROVED FOR HVFiZ
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
--------- POINT AT 6 O.C. CODE INFORMATION
______ CWC KRSRIx ivr�u�O•<[_jubO
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-- f6tE RRDTEtrI°N
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3.5-20GA METAL COLLAR TIE, 4'-0" 2.5"x.5" CORRUGATED ROOF PANELS °ccwurcr
FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING •uox,BtE xWBER°f STORIES
LONG ATTACHED WITH (2) X10 SELF TRAXx 1 AT 6" O.C. SCHEDULE FOR RAFTER AND uRona�sAEE° _
DRILLING GRABBAR SCREWS EACH SIDE / BRACING SPACING
ENCLRSVRC rx¢RS[a
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WF MD lUN
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na°a LNE L°.°
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SEE ROOF FRAMING s°wRE r°avrE
SCHEDULE FOR RAFTER AND REVISIONS T�
BRACING SPACING REV I DESCRIPTON I DATE I BY
OVERHANG OPTION DETAIL
3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
x
3 3.5" BRACE AT 3•-D" °at.
ABOVE FINISHED FLOOR, tD/15/r7
o _ ATTACH TO EACH STUD W/(2) #10 .. N/A
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE LB-S-LBE-200D
1.
SHEATHING FASTENED W/
W
()6x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO
EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING Q
WITH BUILDEX 10-16X1 TEKS W s1G1�,
PANHEAD SCREWS WRH #3 DRILL X
POINT AT 6" O.C.
M _
VARIES, 6'-0"TO 13'-B" __-- L
SCHEDULEEE FOR R MOF IND d ao\\\♦`,11 TAT t////
FRAME SECTION BRACING SPACING J \♦•�� w••••••••.e'9c''�.
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Tim TOP LINE ENGINEERING.LLC
—j�dYi.L STRUCfURALENGINEERS U)
William E.Neary,III 3. METAL STUDS
SPACEDCED AT AT 16"O.0 MAX. STATE
SMP-Sl,SMI-79,ICC 5185040 u) o:: OF
:4`
10649 Oakview Pointe Terrace Q FL 0 R I D P
Gotha,Florida 34734 F ij S "•••••• •• '��'♦♦�
N,S/ E
/////O I Ill\1\\\\
OVERHANG OPTION DETAIL Matth-T.B°I-;.P.E.
O nord,License#646D8
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. S^- FBPR-2 OF 7
E
THIS BUILDING IS NOT APPROVED FOR HVHZ
'1T7/i'TOP LINE ENGINEERING LLC
�I�'1L STRUCTURAL ENGINEERS
WALL SHEATHING OPTIONS: William E.Neary,III CODE INFORMATION
— BOX RIB ALUMINUM
TWIN RIB ALUMINUM Eoo<xcnsnN `-A:
SMP-51,SMI-79,ICC 5185040
— t1MEmxcnPE
DUTCH LAPSIDING ALUMINUM 10649 Oakview Pointe Terrace co,N mnx nx
DUTCH LAPSIDING STEEL SIDING Gotha,Florida 34734 1.—NCO.
SECURED WITH — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) rBESUPPRE55gN5REN
(2)H3 OR EQUALIuariowAe�mNwnER m somEs
— J" T-111 WOOD SIDING .�NSPEEo .--P
HARDIE PANEL STUCCO AND T-111 SIDING EEPO E
DOUBLE 3.5" 20GA. ENEEosEaE
HARDIE BOARD SIDING 3.5•' 20GA. STEEL NCnVPR[SLMECOEFCEM :,_P.,.
STEEL TOP PLATE — POLYCARBONATE GREENHOUSE PANELS TOP PLATE R" �_
END WALL Nom wE o o P.goo.PN cw
rtooR ouo Eao
noox tM
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or Noss,neon,Iron w•
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REVISIONS
REV DESCRIPTON I DATE I BY
4x4 P.T. POST
3.5" 2 C GA. STEE BRACE (2)
#10 SEII TAPPINC SCREWS ACH \
Mr6
E (1 INTO EACH F GE) / / / / /
1D/15/17
N/A
LB-S-LBE-200D
W
X ee�,Ncoe..mEe.m�.,nm
END WALL O
0]
3.5" 20GA. STEEL
3.5" 20GA' STEEL
(2)MITEK OR ALPINE SOLE PLATE
3"x5" OR EQUAL STU ®16" MAX. FLOOR FRAMING n
Q
J rAaw,ors ..mnPN
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%CENSELO
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�4'&6' OPTIONAL PORC
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STANDARD WALL DETAIL -
O ��`., STATE0 OF
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J '' -,o NNAL
?� MPtthe T.Boldin P.E.
�yJ Fluritla Lkense 064608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. 1t o Shttt FBPR-3 OF 7
THIS BUILDING IS NOT APPROVED FOR HVHZ
d
T9+ TOP LINE ENGINEERING.LLC
T0.UCTURAL ENGINEERS
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
ROOT PANELS F—ENED 10649 Oakview Pointe Terrace ROOF PANELS FASTENED coDE vCRSrox
won jI AT.,75'O.C. won.25•-1-7O•IMM LN —T R 0+9MAS wt.N�
TRAAtyt AT s• . Gotha,Florida 34734 TR•9R/t AT 6-D.c. BLLLDNc TTPE
1 s�� a? coNSTRuclrox TTP) -
1 s raE PRarcttlox
w SUPPRCSSrox SKIER lora
UPOOE TDnRsm
AmE NUMBER Di sonTs
afvC wun sxEo --a9a,.n
EAPDSIME
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INIERw.L PRE55URE COERIC2M ./-0.19
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TO
3.5"BRAC[AT 3'-D' 3.S-2DCA METAL BRACING, 3.5'BRACE AT 3'-D• ].S'-]OCA METAL BRACD,Ti. RDOF WELDAD t9vsr oa o90w w9n uN0
ABOVE 11 ED R00R, ATTACH EACH END TO SPUDS N/(2) ABOVE fw6HED FLOOR, ATTACH M.END TO STWS w/(2)
•TrAcn TD GCN rnro w/(21 Ito Flo scREws,(1)IMD EACH rGNc) ATri.cn To GCN STw w 2
SELF DRILLING GRABBER SCREWS, SEIf OR6l0LG WIABOER/SCRE/t18, Ly /ID$[REPS.(1)WTO GCN fLANGC FLOOR DEAD LOAD
�OPff
(t)
INTO EACH F1.WGC 3 NOTF•TNK gRefWG K (1)IN10 r H FIANCE 3 rLODX LNE LOAD 12A
NOTE•TNK PR•fluf-K Rf01 R R'MING Or wALlS,RDOR ROOT WA
cnEc or W <IeOTN einre OF MRl DF NODu1T5 P[R BUEDWC
HURRItlA2 PROIERON USAOC
� NWRfiGNE SHCLIG USAGE
No
SOINRE i00TAGE
REVISIONS n
].5' STEEL REV DESCRIPTON DATE BY
3'20GA EL
TUDS 016• .NAA. STUDS 16'O.G.
10.125 r.r.E.• •NCIXI—SLDPE G BLGCRNG IO.t25 11E.-
(Nv:M oC RCONRCD) N
1 vMICS.6•-1 TO 13'-q" ( vARM W-0"10 1S'-B" BY;
MB
END WALL FRAMING OPTION nRrm cows ARr END WALL FRAMING OPTION
N/A
ROOT PAMLS GSTEMD
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ABOVE rO SmEo rL00R, ATTKn EACH END TO STUDS w/(21 ABOV[r—ED FLOOR, ATIKH Gtn END To SN05 w/12) _� �• or 11m
ATTACH TO GCN STW w/r2)/10 J /10 SCREWS,(1)INTO GM FIANCE ATTACH TO GCH STUD w/(2)/10 J /10 SCR[W5,(II IMD Gtn MNG)
5[S DRDMNG GRABBER ROIS. SES DF6luM UU S SCRENS.
(11 INTO MH FIANCE <j 3 TNK R c lq WIO EACH PEWEE ov xvr ro9vr
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END WALL FRAMING OPTION END WALL FRAMING OPTION g i� FO o R�D P
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N011n9w T.BDld.in P.E.
Q FlOfidD License J64608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w B^-10 FBPR-4 OF 7
SKID RUNNER SPACING* THIS BUILDING ISNOT APPROVED FOR HVHZ
UNDER 30' LENGTH
SHED WIDTH A B
6'-0" 16 42" TOP UNE ENGINEERING LLC
STRUCTURAL ENGINEERS
18" 60"
WIDTH o zF•
10'-0" 18" 84" 6'-0" 2"x4' William E.Neary,III CODE INFORMATION
6'-1" TO 11'-8" 2"x6" SMP-51,SMI-79,ICC 5185040 C 2
24" ea" 11'-8" 2"x8" 10649 Oakview Pointe Terrace
amdw TrP[
28" 84" Gotha,Florida 34734 ComR oN i PE
ram PR- m.
-NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE urc wPPREsmN sm[p
13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND 4uoe•a•NweEx or smmEs R.�
13'-8" 40 84 ARE INTERCHANGEABLE. EXosuaE sxEo .-mu
CNCE—E
-VALUES ARE FROM END OF JOIST *FLOOR SHEATHING SECURED WITH OIfE PRE ECormoEN[ ./-o...
TO CENTERS OF SKIDS ONLY. ntoRUNCE r. OR
2'X0.113' NAIL (OR EQUAL) 0 6"O.C. MAX Raor Ram l
50'-0" MAX.
Oru+E Evn RaPsr a xoe raNr wo
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16 O.C. TYP. rE HE Eao ao r
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REVISIONS
Q REV I DESCRIPTON DATE I BY
aa.e Rr: R1iB
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70/15/77
N/A
LB-S-LBE-200D
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JOIST SIDE
SIZE�SEE FRAMING S.Y.PIL TO MATCH_z P.T X#2SSKIDS2 OR (2) P.T. 2x6 L4'-0" OR 6'-0" J '''� 10 IIIl1�
SCHEDULE FOR SIZES OPTIONAL PORCH of uRune.T. 11"oldoiP.E.
OFIor7Eo License 64608
2 SKID FLOOR FRAMING PLAN snee[: FSPR-5 OF 7
20151-U4-U3 IUV LINt I:N(_ANttKINU AVI'KUVAL-PLAN #43450.
SKID RUNNER SPACING* SKID RUNNER SPACING*
UNDER 30' LENGTHI SIZE-
6'—l"
LENGTH AND GREATER
6'-0"
SHED WIDTH A B 6'-1" TO 11'-8" 2"x 6'• SHED,WIDTH A BiL �GE.�a,�pya0�uc
6'-0" 15" 42" > 11'-8" 2"x8" 6•-0" 12" 24" William E.Neary,111
SMV-51.SMI-79.ICC S185(Ao
8'-0" 18" 60" *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE 8'_D 16" 32" osaccO .RMd,sav3a.,Le
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
10'-0" 18 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND 10-0 20" 40" CDM.Easa. CODE INFORMATION
24" 84" ARE INTERCHANGEABLE. 11'-p" 22" 44" eANm"clR ewn Rc..
BwduO 11PE
11'-8" 28" 84" il'-8" 24" 46" cora 0.— -
FIRE PRDIEON.
13'-0" 36" 84" 13.-p" 26" 52"
rare suFeREssa.smEH
occwA.m
*FLOOR SHEATHING SECURED WITH Auw.ar amazR or slDRrts
13'-8" 40" 84" 2"X0.113" NAIL (OR EOUAL) 0 6"O.C. MAX 13'-8" 28" 55" �seEED
PNS
E--E
-VALUESARE FROM END OF JOIST -VALUES ARE FROM END OF JOIST WFER.LL PRESb,RE C�EM
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. MNRiN.EE Fa 02
Rom DEAD lMD
50'-0" MAX. RMF WE lMD IOPFI p 500.Pon LYO
16 O.C. TYP. 'LOM u.E Ln.n r
F•RAIi.O DF n ROM ROM W,
NODulES PER BVagRO
HURfOUM%lDTECID.USLDC
RRCr..E SHELLER IISLOE
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REVISIONS 1
Q Q REV I DESCRIPTON I DATE I BY
M18
Dmc
10/15/17
.R. N/A
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JOIST SIZE. SEE FRAMING S.Y.P. #2 SKIDS L4'—O" OR 6'-0"
SCHEDULE FOR SIZES OPTIONAL PORCH--] uRunO.T.e0m.m P.E.
THIS BUILDING IS NOT APPROVED FOR HVHZ 2 & 3 SKID FL00 R FRAMING P LAN o FIDr. dR L,eeAse BABDB
2019-04-03 TOP LINE ENGINEERINC3
LANAPPROVAT-P #43450. L-.j snrel FBPR-6 OF 7
THIS BUILDING IS NOT APPROVED FOR HVHZ
ELECTRICAL NOTES
1.ALL WIRE TO BE X12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2.FIXTURE LOCATION AND TYPE MAY VARY
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
S.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
S.ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING CODE INFORLIATION
B.ALL OUTLETS TO BE GFCI cooE r<RsaN rm
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT HVg1rACIURER eR.rnriz.c.�
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. awnBro nPE
—R—ON TrPE
WINDOW HEIGHT, LOCATION Fff—1ECWN Rosa
AND QUANTITY MAY VARY FM SUPPREsswN Sm M
OCCUPN m
AND ARE OPTIONAL AuOe.ar NweER or s]ORIa
BASK eiND SPEED .-]W.y.
D[POSLNE
CNCLOSUR[
[IIERlML PRESSLNC[Otir[[Ni •/-O�
wPo IE—M
ELECTRICAL SYMBOL KEY MF°�°
ROOFW[LMD ]OOe Powe w,O
BOOR KM l0/L tto5r OR
� rwox ENE LBLB ,]sesr
R•WTIrL Of e.4L5,BOOR,ROK We
' �NURRIGNE PPmEmON USLLC
RECEPTACLE / 3.5" METAL STUDS Pfi u2 SMELTER UAE
SPACED AT 24" sowRE FBmrc[ R wn.RR rm
O.C. MAX REVISIONS r,
240V REV I DESCRIPTOR DATE I BY
Q240 RECEPTACLE
SINGLE POLE
SWITCH \
I
:2Amn B,: NRB
THREE WAY ID/15/17
R SWITCH or SEE VARIOUS END WALL SEE VARIOUS END WALL 5m'0N/A
CEILING MOUNT
FRAMING SECTIONS FOR \ FRAMING SECTIONS FOR LB—S—LBE-200D
i WALL AND DOOR FRAMING WALL AND DOOR FRAMING w ADa
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LIGHT FIXTURE \ w
W
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OPTIONAL ELECTRIC TO EACH UNIT J _ 8
TQP LINE ENGINEERING.LLC WILL BE FIELD CONNECTED FROM .
ST0.URURAL ENGINEERS EXISTING POWER SOURCE H
William E.Neary,III wo O:: OFATE : `
.�•.., FLORIDP r`•�����
SMP 51,SMI-79,ICC 5185040 50•-0" MAXIMUM BUILDING LENGTH J �iiFS
1064 ,l1Flor da 34 34 race
Gotha �0 ;;
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY uR,Ihe„T.1111 P.E.
0 Florian License 69608
U-1
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. Uj Sh— FBPR-7 OF 7
DG D D D TABLE - HORS/ACING TABLE 2B - 140E g
30"AUGER
ANCHOR SPACING 30'AUGER ANCHOR SPACING j/r(
JUN 10 ^.Or!] n SHED WIDTH MAXIMUM ANCHOR SHED WIDTH 11AlIIMUM ANCHOR
I„J".9 SPACING SPACING �•r�
1-DOeN BTRM (p...STP/3 Ox B'N10[OR L[SS U�t -� UP•TO 16 0" 10'-0" UP TO 16'-0" 10'-0• 7^"
TC-DOW STRAP 80.1CO IIpU IS[(NOTES) (u)x•e Ox(IJ 4.8 P.T.STP 1]SRRTS CVJ
FLOOfl HIST Wnn 1/1-OPApE 5 l Cl5[(CAN BC SET GN GROUxp). '
Bal M1AMIa Wnn WAsnws T.LUCK CgUhgyf f'pflfAl'EIhFA TYPE 1 TYPE 16'-1 TO 20-0" W-0" 16'-1"TO 24'-O' 8'-0"
FO STRAP_11D 10 nPE wN UNIVC SO'_ER
.._... - --S AW[HOP WON 1/]'GMOC s A EnoR xCMOR -
te]-•]•(•.0001)CCT&I[ 80.T 1_u Wlln RAVMRS RDCR/CORAL FOR BoveuY r D'-1 To 24-0' 6•-0• TABLE 1A - 120E CODE INiORMATIONID,rp�
CDG[ANOAR brtN wwSMR g [Du HRSAn YT s.a
]µC'1 GG LB)CONCPRC 0 UF30�"BLE 2C - 120E ANCHORING TO CONCRETE rAcruaw LAA wAaAs^1
• . . , xMOE x6R WON U-CwNMI ''`� 0 0MAXIMUM ANCHOR
(nPE A TTPE 3 TYPE 2B AUGER ANCHOR SPACING SHED WIDTH SPACING[AS1WG -CONwRE COxwRE SpµAUOCR MA%IMUM ANCXORCHOIT D WIDTH CONOTRUCGN RPE
g57Wc.•COIANRE �H�AVMON MON Son/cuY SPACWG 24'-0" 6'-0" na[PapncmxTYPICAL ANCHOR TYPES TO 24'-0" 10'-0" 20'-0" 7'-0" nR[zImPREzzGN STREM
OccuPAnn
16'-0" 7-6" ALLow.mE xI .0 a swal[s
.WD sPcm wlwlwns.w
TL-DOWN STRAP MT[D THRU 12'-0" 9•-6" ENALOSURE ^�
FLOOR A61 wRN 1/]'UMOE S (1).•.STP/]ON B'ROE OR LESS I1J 4.4 STP/]ON a•INDL OR LESS WICRxAL PRCSSORE BEEF-
FLOOR
•/-610
]N SOL[PUTC(NMtIIR4LT BOR ST-WR*=ERS (])].0 OR(1)..B P.T.STP/].1. I])3•B OR 4)4e P-T.STP/]SIDS ,upp_E EACTpq
/GE I..OBO ..)CONCRETE WRABLC WOOD OR P.iJ IHIn k EDIT OR lA0 OOLf) [LSE(GN 0C SR ON GRWUD). ALL
EUS SOP
BE SR ON GRaIND). 1 O'-O' 10'-6"
WEDGE Ax[HOR WnH]'bASxEP 16-DOWN STRAP SCNP[0 RON Orr-IANI IPPM
WnH IBJ 1oD.ts xxls xmv o.]me PaN1 Tae
_______________- 4" u[-Dowx srwP eDLrzo to RPE Roar Llvc LOAa Iarsr
S ANnUOA WIT,1/]'Gl_ e
O¢.tt ____---A --_-� BOLT uwu0u WnX RARMwS S/B-.w"LWTTn AxaHOR ,.;, 6'-0" 12'-0• IN. Low [DPsr
1/]'.s(ENDO LG)coxcRErt ;/�; AUG[R SUWLE FOR soG/cuT. I;,I
EAsrwc 4•coxrRETE w[ocE AxcHOR Wnn u-"E ) ° DRAKE SRLE FOa NOG/cORu
TABLE 1 B - 140C B. PER WALLS._N.R°° A
ANCHORING TO CONCRETE IAaprAxc PImT[cmN BSL¢
umwc.-coHORRE 0.-SUPPoNr PAD(P.r.NOBEL
CONCRETE BIDCK OR PAD)SPACED SHED WIDTH MAXIMUM ANCHOR
A e•_D•ARAE SPACING HIRRWIE SHELTER USAGEAT
SNARE FOOTAGE
24'-0" 4'-0" REVISIONS
20'-0" 5-0" REV I DESCRIPTON DATE BY
wm NAKA,ADDm :R/I5/o n
Irz-OO4N WRAP BOII[D Tlwu 16'-0' S'-6" XurAR L0L9.WH :Wane
]•. PUT[gN.L1MMMY ROOF AIST Wnn 1/]•UTO[S 11j 4.4 VP/]ON B'MDE OR LESS NWO S/,4•uLwvlD W[w
1/]-.S'(4.000 LB.I COx[RETC (1)4..SYP/x Ox B•VIBE OP ISS BOLI uwMuu wnn wA5xER5 ()2 6 OR(1)..6 P.T.SYP(]SOBS 14'-O" 6'-0" a/b/14 rt
w1DOE ANCHOR IrUN]'bASILCH WRA w00D 0 P.J (�)]•fi OP II) B P.T.STP I]SNM (Wul k IXkT Ox]IIAG BOLT) FLS[(. BE SR ON ORDUND).
LLZE(AAN I ,I ON cRoum>. . AmFO wTC 11 Iw svaRO mAns R
_ __A_ _ �4' w 12'-0' 7'-6• .A B• tvw/n u
Ic-DOWN STRAP DR ane•
GMVAM2CD STC[L CAE[ ^MB-.l0•EARTH ANCHOR
(SE[HOl[S) DC HOLE:AAw ilYl[ 1 D'-D" B'-6" U•
•' aP1ANLL PCIxfOPt[O 1/2 3'4.000 M CONCRRC . NX 504/fOR ROCR/COM • ,I MTB
caARRE FOUNWOW WEOOC ANCHOR wn'2-WASHER 8'-0- 12'-0" 041.:
�8^� / umR.c 4•caxcxETE oa OPIAx.M 6'-0" 12'-0" L N A
E OGTING 4•COHORCI2 SWPoRi PAD(P.T.WOOD.OW CRETE
BLocX oR PAD)ssAEED AT e'-D'wX. TABLE 1 C-1 65D 175C LARK BUILDERS
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
]'"BE 11 ULE STEEL'C
n TO--s1RAP 24,-0" 3'-6•
80.1[0 1NRIT ROOK JdSt 11)4.4 OR /]OR B'bO[OR HESS. (1).•4 SYP/]ON V VIDE OR LESS 1K-WwN SfFAP
b 1 1/u'ORADE 5 1 1)]•8 OR(I).•6 P.T,STP/I SINS In-DOWN SIPAP BOLT[0 TO (])x.0 OR(1).•6 P.T.STP/]SO. (SEE NATES) (1)4.4 519/x ON W WOE 00 IC55.
u
WON
bfSXnK _DEAN BE SET ON GPWND). c R0 D ANCNON NPH 1/]' ALL ELSE(r BE SO ON GROUND). %yL) .5 OR N10C SRPON ORW10u05 20'-0" 4•-0••
' (Mn k BOLI OR x17Ac 80.1) 2
WASHERSLALSO CONfWAUS ANA T[-DOWN SOUP BOLTED TO
AnACHEO r oNRWNO ANCHOR D ANCHOR bnx 1/a.uuoE 16'-0"
OPPOSITE SOE 80.1.RAIN B.RNLNLAS
1/2.3-4.BOO LO)CONCRETE .-, 5/e'.w'EARin AN .; :..: S/B'.w-ENITH AxcnoR: 14'-0" 5'-6•
b-E ANCHOR WON x'W 41[A ,i,i AUG[R SRLE MR SOvCIAY, •i•• AUNBt-FOR SDvaIAT. i
. . DRrrt sIrLE FOR xocX/coNu . . an4:SRLE FOR RxX/mRu 12'-0' 7'-0• ``\\\\ 1 T Ile C�14
[XISTWG 4'c RETE EMSTUA 4-CONCRETE BT sIrvPORT o�A 1D'-O" 15-0" Z `�\,`�................ ///
PAD(P.7.WDOp.BINBRRE eLocX ON xu suPPONI PAD(Pa.=- � .•� KENS ''•.,�(y/
PA07 SPACED AT e•-o'MAY. AT W-0E eLou 0R PAD)sPAcm `' �- f
AT B-D MAX. 6'-0" 10'-0• a Q�'
TIE-DOWN DETAILS 6'-0" 1z-0' =4
TIE-DOWN NOTES,
1. ANCHOR SPACING IS DESIGNED AS PER AS1E-7.
S. EL DOWNU STRAPSSTo BE
EARE CMINIMUM OI-j'.R.0.035•GALVANIZED STEEL,FEDERAL SPECIFICATIONS OOS-781-H,7TPE-1.FINISH-B,GRADE-1. TIE-DOWN STRAPS OR CABLE AND CONNECTWG HARDWARE TO HAVE 4,723 I.B.WNIWIN ULTiwtE CAPACOT(3.150 I.S.•1.5). O i�� STATE
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB.CAPACTIY. //O,'• ,,pE
5. EARTH ANCHORS LOCATED AT EACH CORNER.MAXWUM IS'FROM END(4 MINIMUM PER BULDNG).AND SPACED AS PER TABLE]A.B.0 DEPENDING ON SHED WIDTH,WHO SPEED,AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS U / T•. r l 0 R ID
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH.WIND SPEED.AND EXPOSURE ZFS".,
7. CONCRETE ANCHORS TO HIVE A MINIMUM OF 4'COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). \_
9. EARTH MCMNIMU NOn AND COUL BfARTHG NCRETE ANCHORS MAY BE U000 PSF SED W CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. Q ' "111111110%
'
10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS ORP BOARDS(OMER TECHNOLGIES.INC.MODEQOTICBI,OTICB2 OR EQUIVALENT) 00:11.HOLLOW OR SOW CONCRETE BLOCKS(6147,16-)MAY BE STACKED ON PADS FOR HIGH SETS UP 70 4B•WRHOUI REINFORCWG. � MOIINew T.BOIOWin P.E.
F_ FIDTinO License 064608
Sh.Bt: AP-1 OF 1