HomeMy WebLinkAboutEngineering RECEIVED
JUN 0 7 2018 FLA Manulactuied[3wlarg Program
BusineS 1940 North M Suite soy
�� ST. Lucie County, Permitting
Professional Talabassee, Flonda323WO772
Phone 8504871824• Fax 8504148436
Ken Lawson,Secretary Rick Scott,Governor
August 22, 2016
Robert Moore
Lark Builders, Inc.
P.O,Drawer 629
Vidalia, GA 30475 FILE COPY
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 553, 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 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(wwwAoridabulidlna.ora) 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.floridabuildina.ora 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
ra
intertek
m=ss;
174833"St Tel +1407304.5560
1748 33r°Street Fax+1407.304.5561
Orlando,Florida 32839 intertek.com
FL Engineering Business#3684 psiusa.com
November 14, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 42325
Dear Mr. Campbell,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6t' Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
Victor C. Martin, PE (FL) Richard Olds, ICC #5107840, SMP-45
Department Manager Plans Examiner
Building Science Solutions Building Science Solutions
fay PSI APPROVAL 2017-11-14
CODE REVIEW
v;NJ4or•JI a.,or<.xlm..er..
ft JJlN 9RwI
Orlin qR F RMeNJph
ROOF SHEATHING OPTIONS:
''",',e's — BOX RIB ALUMINUM
29 GAUGE STEEL AG PANEL DESIGN PRESSURES --~
STANDING SEAM STEEL ROOF +27.8/-94.7
ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2 CODE INFORMATION
coot Vc-
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF wRU K1TMER
wR[D.c RE
coR:minoM r.x
F-W PRoncYOR
Ift 9iPRESEDR MIEM
OECVPAKY
ruaRne[E MAJeu a som[s
aAslc RwD sREm
D P aURE
VAULTED SED E"CIOSUR[
SLOPE SLOPE
MrtRRK PIICSL%CDERC[NI ./-0.1J
RJRDRIARfE rK1011
RODr O(M tON
RCDr lM lMD
i Q ROOR DW EDW
RDDR IM[MD 1Mf
I � X MIwS d w[S,RDOII,RDM V�p
MDDUIES PER IlI1A
i (] NAIRfAK RgM USAC(
w STANDARD RURFGI[SR[l1ER U5r4E
� SLOPE SWrA[roolAG[
REVISIONS '
G i j REV DESCRIPTON DATE BY
I
in
F]STA [ARD :RIDGE
O MTB
20GA. �•^ 7/17/17
METAL FRAMIIN
w_ ® 24" O.C. X. "/"
sTANaRD
x SLOPE LB-S-LBE
ux wrs l.R rtui fn uo•.[
END WA TRUSS END WALL TRUSS
W
Q .R .m ow- R KJa
w
co
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L.J
Irwo-rmc..rr.ou+4 el anu.aR ru
Lo oaaPs a m•u
W T �4i
I---OPTIONAL PORCH-4' OR 6'—I RAFTERS ARE IN—LINE WITH WALL STUDS g �� .
......••••• q
ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH
wLLJ
CENSE
A;;
\: STATE OF t(V`
Li MRIIh—T BRIE.in P.E.
OFlorida Licenu 61608
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PSI APPROVAL 2017-11-14
vOYIE..IRaw s...�
3—
ft.
.e se«r
0,1.49 rnHa—.mro�ia
xz n,a,«o
n�aswwe ATTACH ROOF FRAMING TO
Lo.o.m.m'OY:.'.■«vnw c.Y.u, TOP PLATE OF WALL FRAMING
°E t°P"%LA°c.11 WITH BUILDEX 10-16X1 TEKS
Ls�r_x.uoxne
___ PANHEAD SCREWS WITH /3 DRILL
POINT AT 6" O.C. C iN RYA110N
_______ woc w<■sw
____ - cam■xcroY sroc FYL—S-3.5"-20GA METAL COLLAR TIE, 4'-0" 2.5"x.5" CORRUGATED ROOF PANELSLONG ATTACHED WITH 2 10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING
( ) A TRAXX/1 AT 6� O.C. SCHEDULE FOR RAFTER AND G R``°®DRILLING GRABBAR SCREWS EACH SIDE BRACING SPACING
3.5-20GA METAL STUDSSPACED AT 24. O.0 MAX.
Ymucs ru■I.n.c
Fu■■cvx nroxnox us.0
wwcvc vnrz■us•c[ .o
SEE ROOF FRAMING soa■L FooucE 'n`
SCHEDULE FOR RAFTER AND REVISIMS
BRACING SPACING REV DESCRIPTON DATE W
OVERHANG OPTION DETAIL
3.5--20GA METAL STUDS,
W SPACED AT 24' O.0 MAX.
MIB
3 3.5" BRACE AT 3•-D-
ABOVE FINISHED FLOOR, 7/12/17
o ATTACH TO EACH STUD W/(2) x'10 " N/A
I - SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE LB-S-LBE
SHEATHING FASTENED W/
/80.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO jFn
EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS LJ
PANHEAD SCREWS WITH /3 DRILL x
--------- POINT AT 6. O.C.
EO
Of
LLJ
-VARIES. 6'-0"TO 13•-8" - _-_ __ I .RF.x ■F
SCHEDULE FOR R OFFFT R MIND NG Q
FRAME SECTION BRACING SPACING J `` \�? GENSeA;�� .,�
W ; T:
F
v1 -
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
i-p•.. STATE OF f(V
J ��i� 'LORION •,•••�1�`�
OVERHANG OPTION DETAIL wim■.T. P.E.
O FI.e■Lk—f64608
FBPR-2 OF 7
PSI APPROVAL 2017-11-14
CODE RENEW
PnRr4on.l SrECE MJuam.s
FL
R Um aaE"
Owna4 PMbb JJR39
t•�n.n..+.noF .Nobs
ffa4P�5.9M
D.K"n"t'MaLA Vrt 17 M.rvn
CODE IN ORNA ION
WALL SHEATHING OPTIONS: woE 9ERS Ow
BOX RIB ALUMINUM " •�""xR r°`
TWIN RIB ALUMINUM
runwxrcw TJPE
DUTCH LAPSIDING ALUMINUM rErc PaoTEE cw
SECURED WITH DUTCH LAPSIDING STEEL SIDING FW w"""°°"ME"
— 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) LLaPwaJ
(2)H3 OR EQUAL
T-111 WOOD SIDING E>aoUK
DOUBLE 3.5" 20GA — HARDIE PANEL STUCCO AND T-111 SIDING
la.w IvasNc covEnEn .,-au
STEEL TOP PLATE — HARDIE BOARD SIDING 3.5" 20GA. STEEL
— POLYCARBONATE GREENHOUSE PANELS TOP PLATE
END WALL RO0 °VD L0 a _
BOOR EM lanD
/ Y Mlnla OI wul9,Ilaall Ilan! N
/ YOWL9 PEP 9.lCnf. 1
/ // / // // / NIIIINJ9L PROiCCMN 16KE na
/ NIRRKMIE YEITER 115naE
/ SOIIMF f00ULE lE>c
REVISIONS
REV DESCRIPTON DATE BY
4x4 P.T. POST
3.5" 2cGA. STEE BRACE (2) / // // / // /
#10 SE TAPPINC SCREWS EACH / / / / MTB
E (1 INTC EACH F GE)
WA
/ LB-S-LK
LAJ
> 09 Rw
W .rn r RIRr'ncn a
x E. .ansa as
END WALL m
M 3.5" 20GA. STEEL
(2)MITEK OR ALPINE .5" 20GA STEEL SOLE PLATE
3"x5" OR EQUAL STU @24" C. MAXd nc4 ""�` �.oP:a�•
FLOOR FRAMING
T
ui
1I % r" \DENSE~'•'•.,Ly�i
'&6' OPTIONAL PORC z
`I N
1". 50'-0" MAX. I
STANDARD WALL DETAIL o t. sTATEOF4u
Q '�.°.(�ti'• F E 0 R I U N
pit
?) Nattaew T.Bala,P.E.
3.l M=ltl Lk- 66608
LL
N swat. FBPR-3 OF 7
�1 PSI APPROVAL 2017-11-14
CODE REVIEW
nt..toRr R.wRwwtaN•R+«
pn�c Rwn�apR�
DZ-11
r1m•n Nx�xR..v..•,-.Rw•n
=L PE.evxs.u PE..wI i
ROOF PRFIELS FASTENED p00!PRNELS IA TENED
MH
25—.. HRH MH.n--1...x5'Hwx CODE INFORIMjjCN
SMR./1 RI e'OC. TWX/1 AT e'O.C. [OOE vCRSpNFNC PROICCIONIft ZUPPREl—sRR(eER a nanEs
COEF RT35-e E RT Y-0' 35•-20G NCTK eRKR1O. 35•eRRCE RT 3,-0• 15'-SOfi NETRL DRKriG,RBOVC lM51�FLOOR. ARKH fKn CW TO STUDS R/I2) RBOVE fR6MED BOOR. RTTKH UU END TD STUDS w/(2)TOUCH12)/10 /10 XRCK.(1)MO UCH MNGE AIfKH iD P CH$l1A R/(2)/10D—M"GMRRCR XRCwS. XLr dtuRlO GRReeCR SCREK. Ito XRCT15.(1)MO UCH FLANGE UCH M1li (11 MO UCH,W FW DUO LOAD
FLOOR LMX--OF. .F—.
NODULES PER BIMDRIO
tLRRrvc PRorzcTcx 11sRCE
1•IRRCAK SKl1EP OSAO[
SO FOOTROC
REVISIONSL11 I Tt
RN DESCRIPTON DATE BY
10 13'-e"� 10 RF
vRREi.e'-0'TO
END WALL FRAMING OPTION END WALL FRAMING OPTION
MTB
�• 7/12/17
ROOF PRrE15—.0 ROOT PRNELS fR TCRCD
1MRl/�Ai R6'0•c wOH.»"-IR.)S•1�x YwNI N/A
TRRAEn a e•o.c
12 0� LB-S-cBE
5
1.IdxN10x R.vR is wD
w rn rb ti
Q • Rx
L3J r wl RE 0,S.",
m R[xst.urn Drtn[w rrr n
3.5-BRACE Ai Y-0" -0"MA• 3.5"-20OR NRK BRP,-. 3.1'RRKE Rl Y-0" .-0-YRR 1.5'-]OG N[1K BRKMO, tK ol.
RBDv[fxDilm lL0011, RtIKH(Kn[HO TO STUK N/13) ABOK rNSIED lLOOR. RTFKn UCH CW TO ZTUDS w/(]) ai inntootTl�R.woRK6 �mTr
RTiKH 10 UCH STw w/(2)/10 /10 xK..(1)MO Utx rUr4C ATTACH TO EACH MO w/(1)110
SELF aeLLR10—.R XR[wt, XL!DRALw—E.XREwS. � /IO XR[w5,III MO UCH fLwwY 0
(1)MO UtH P—E MTF,T (1)MO UGn FLANGE M ro;.w .b 1n R[aRNN[m a 1
uFM 1.Mlw
(M•6 rw�pn.rrwo-x1 Na�m laFao ml wgtl
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L v�[5.e'-o'lD 13'-e•� 4 vAR[Z,V-D'TO n'-e-- I /
H
END WALL FRAMING OPTION END WALL FRAMING OPTION
0 STATE OF ;•�
i �(
Q i��T•. 'LORIDP \\
> Holme.T. 8.1d—P.E.
>Q FIo60D Lkenx#64608
t z Shed FBPR-4 OF 7
alffi*r SKID RUNNER SPACING* PSI APPROVAL 2017-11-14
(OZREIAEW UNDER 30' LENGTHUlu
wr aw[°aa,aaNn..
on.,gar—
Neaapa SHED WIDTH A B
15" 42"
6'-0"
sr_c n,oz.x ••'p1 8'-0" 18" 60"
LNIDTH
10'-0" 18" 84" 6'-0" 2"x4 CODE INFORMATION
6'-1" TO 11'-8" 2"x6" cox [asoR
11'-0" 24" 84" > 11'-8" 2"x8" wauF•crw[a
au.o.c nx
11'-8" 28" 84" os[ mm[ _
•NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE rare ssrR[ssaR nsTn
13'-0" 36" 84 STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND AuowLnE IAAau a Hants
13'-8" 40" 84 ARE INTERCHANGEABLE. ouowaE
ENCLosMrc
'VALUES ARE FROM END OF JOIST *FLOOR SHEATHING SECURED WITH 2'X0.113'
TO CENTERS OF SKIDS ONLY.
NAIL (OR EQUAL) ® 6"O.C. MAX aoo o[.o Lao
50'-0" MAX.
noxa o[.o Lao
16 O.C. TYP. noon rE Lao
x ura.c a wuu rLa°a.aoor w•
MOOUL[S VER a1RLDaL
r.Alar�a[ n
—ROR vskc
rRxRu.[s�[LR usc[
sawrc Foor.c[
REVISIONS r
C
REV I DESCRIPTON DATE BY
we
7/I2/17
N/A
LB-S-LBE
.wa ,"R rt•n uo rL
IM—
LLJ
> ro mmNcron.0 N Ix f.r,L.mi
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0
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co
i
STATE OFr(V
p ��i pp'•..• FLORID" ::'�-\z'
P.T61
JOISTSI SIZE, SEE FRAMING S.Y.Px62SSKIDS2 OR (2) P.T. 2x6 4'-0" OR 6'-0"� ''��%S�ONALE����\\\
SCHEDULE FOR SIZES # LOPTIONAL PORCH11\���
CY Mo11ne..T.Sole•.n P.E.
O Floneo I-- 6608
2 SKID FLOOR FRAMING PLAN t Sne<r FSPR-5 of
PSI APPROVAL 2017-11-14
CODE REVIEW
on.,n�a rr,ne.�meJan.
la cE uwi
CODE INFORMATION
1j"x1j' NOTCH co°E vERsa
FOR EACH JOIST
r.R.c ttK
mlmRutrw 1YK
FM vxonclzr c,z
OATTACKT TO SKID WITH A-W rez v,wKSs S"ItM ,R,[
° LAG SCREW OR (2)SIMPSON H-3 «cvwcr
(OR EQUAL) AT EACH CROSSING sn p
ExPOSURE c`1
12" LAP SPLICE FASTENED WITH (6)1}"x4" EKlOSURE noam
LAG SCREWS ON INSIDE. (3 "x4' LAG JOIST T 0 SKID
.enn•rzE rc1oR
SCREWS ON OUTSIDE (9 TOTAL)
ROOT l°[M°° ew a xs rar,en
CONNECTION rDq R0°r
Y lls KR LlOnb
,URRIEn,L rWRC11C°16nQ
,WRCu4$fSl1ER VSME
4"x6" P.T. SKID SPICE t-tr�.�
REVISIONS
ODL DESCRPTON I DATE I BY
WALL SHEATHING
3.5" 20GA. STEEL STUDS 024"O.C.
MTB
m•:
7/ts/n
er N/A
3.5" 20GA. STEEL ° LB-S-LBE
SOLE PLATE SECURED
\1 FLOOR SHEATHING ^
6 WITH f1:"z4" LAG
SCREWS 016-O.C. FLOOR JOS w „
>
Q
w
x
1.5 °•ww.,..aoRz:sea...n s,..°.•x v,r E°,.
r --------------------- m e.:.nmwa..n rc,oval,.aancs,M,4z em
SENCO K28 (OR EQUAL) NAILS, TWO I O:
• •• ,n '•ittuinac[.IM noern TeeE T,.,v°v,4el,la Lw
ROWS 1.5" FROM THE EDGE, O 12"
O.C., STAGGER ROWS 6". ------ -----------------
w,4e m.ae
3"x6" SPLICE PLATE FASTENED WITH 2"x4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT CL ...e.n
(5)—SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST J o a`\\\�W T.�Q
EACH SIDE SECURED WITH (3) 0.120"x3" WITH (3) 0.120"x3" NAILS 012-O.C. `�N Y\ .......S 9 /A,
NAILS 012"O.C. STAGGERED EACH SIDE STAGGERED L `%'r,r/ LICENSELLJ
(2) 2»x6 P.T. SKID WALL TO FLOOR '
SPLICE/SECURING CONNECTION DETAIL N STATE OF
W /�less','+........ ••-.'�G`���
IY M°11M°T.B°1°'Iln P.E.
Q Fiwl°°Lknnx f646W
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S0' FBPR-6 OF 7
�..+ .�: ELECTRICAL NOTES_ PSI APPROVAL 20i:7-11-14
CODE REVIEW
vnawwr s.wc.ma..n.. 1.ALL WIRE TO BE /12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. Lmu
2.FIXTURE LOCATION AND TYPE MAY VARY
%n",pa vroga spin
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
...... 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.: MAXIMUM 8 RECEPTACLES.
6.ALL SWITCHES TO BE AT 48"-52" AF.G.
sr_Y.La"" 7.FLUORESCENT k LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8.ALL OUTLETS TO BE GFCI CODE IN ORl 710N
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT moE Ksson _
DEVICES. PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED. AND SUBJECT TO LOCAL APPROVAL.
wrorc nx
ca"smucsw,vx
WINDOW HEIGHT, LOCATION rrc—wo. •'�
AND QUANTITY MAY VARY EaE wx"Esw"smE" 4.c
AND ARE OPTIONAL
.uor4LE Orals a slants
IxLowK
roc..n srtm
txowst
NIO11"L M[SSlat g1pt11YY1 ./-P4
MOILfNLCt f.Ctd1
ELECTRICAL SYMBOL KEY1wI
—
rod lM r.n 4s ran,r.e
— (10011 dic Lo.o
ROa1 LM LCN lars
Y MiK d W 110M II00r 1M
RECEPTACLELt�rtr
3.5" METAL STUDS
SPACED AT 24" sour[FWvsra[ m aLn r inc
O.C. MAX
240V / �E G� ATE I BY
Q240 RECEPTACLE
SINGLE POLE
SWITCH m
wre
THREE WAY °°� 7/13/17
SWITCH r0 SEE VARIOUS END WALL SEE VARIOUS END WALL NSA
10 FRAMING SECTIONS FOR \ FRAMING SECTIONS FOR
CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING w YO ts-s-L��..." e.
LIGHT FIXTURE W \ w
WALL MOUNT
LIGHT FIXTURE \ I m
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
J
J \F- %%
%%AE .........
V%CENSWP —V
E
OPTIONAL ELECTRIC TO EACH UNIT J ✓
WILL BE FIELD CONNECTED FROM Q
EXISTING POWER SOURCE
W i-p It STATE OF f�
i0T�• FLORIDI"
J iii lCs'.........»..-••''C7 \
50'-0" MAXIMUM BUILDING LENCT o \
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY Mahn("T.Bou"(P.E.
U imruu LK.nsa#&4W8
w
; �� FBPR-7 OF 7
TABLE 2A - 165S/1700 TABLE 2B - 1400
30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
MAXIMUM ANCHOR MAXIMUM ANCHOR
SHED WIDTH SPACING SHED WIDTH SPACING
RU TK-DOWN STRAP (1)IN STP/2 ON 8'WIDE OR LESS. ��j� UP TO 16'-0" 1o'-0" UP TO 16'-0" 10'-0" ---�`�
S (SEE NOTES) (2)2.6 OR(1)4.6 PT.SYP/2 SKIDS r�(NJ(�
RS ALL ELSE(CAN BE SET ON GROUND). TYPE I TYPE 2A lJ 6'-1"TO 2Y-0 8'-0" 16'-1" TO 24'-0 8'-0"
TIE-DEAN S1RAP BOLTED TO TYPE 30'DRIVE 30'AUGER
3 ANCHOR WITH 1/r GRADE sANCHOR
E BOLT MMINLAI WITH wASK[Rs FOR RA'CocoRK FOTsoKjcur r i '-1"TO 24'-0 6•-0- TABLE 1 A - 1200 CODE INFORMATION
ER CODE VERSION �Ri[c K mif Im to
'/2'x3'1.00`B,)CONCRETE TABLE 2C - 12OC ANCHORING TO CONCRETE WNUFACTURER NAR.EVADERS
• • . "HEDGE ANCHOR WRH U-,NANNEL MAXIMUM ANCHOR
(TYPE 3) TYPE 3 TYPE 2B 30" AUGER ANCHOR SPACING SHED WIDTH SPACING 6UADING TYPE ALsuNIAu u...stoRAa
EXISTING 1'CONCRETE CONCRETE b•AUGER MAXIMUM ANCHOR CONSTRUCTION TYPE v-6
EXISTING 4'CONCRETE WRH EXPANSION ASOIL/C SHED WIDTH SPACING
BOLT FOR SNW./CLAr 24'-0" B'-0" FIRE PROTECTION .SNE
TYPICAL ANCHOR TYPES UP TO 24'-0' 10'-0" 20'-0" 7'-0" FIRE SUPPRESSION SYSTEM MINE
OCCUPANCY nowu
16'-0" 7'-6" KLOWABLE NUMBER OF STORKS +
64510 WIND SPEED v�120/t45/H3/t)5w`pn
14'-0" 8'-0" EXPOSURE c/o
ENCLOSURE UA,UNFD
DE-DOWN STRAP BOLTED THRU 12'-0" 9'-5"
FLOOR JOIST LOTH I/a'GRADE s (1)1N SYP/2 ON 6'WIDE OR LESS. (1)4x4 SYP/2 ON B'WIDE DR LESS. INTERNAL PRESSURE COEFFICIENT
2.4 SOLE PLATE(NATURALLY BOLT MINIMUM WRH WASTER$ (2)2.6 OR(1)4.6 PT.STP/2 SKIDS (2)2.6 OR(1)4.6 P.T.SYR/2 SKIDS IMPORt-CE FACTOR LH
CRETE DURABLE
WOOD OR P.T.) (NUT!BOLT OR LAB BOLT) ALL ELSE(CAN BE SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND). 10'-O" 10'-6"
WASHER TK-DOWN STRAP SECURED ROOF DEAD LOM +DPM
" TE-DOWN STRAP BOLTED 70 TYPE WITH(B)IOAI.5•NNLS 8'-O" 12-0" ROOF LIVE LOM 2DPM 1010]DOW PDA"LOAD
3 ANCHOR
MI WITK 1/2'GIME 5
__-______ BOLT MINIMUM WRAP MASKERS FLOOR DEAD LAID 1MSf
7/2'.3' 1.000 LB. CONCRETE 5/6'.30'EARTH ANCHOR: 6'-0" 12-0" FLOOR LIVE LOW 6DP6F
( ) AUGER STYLE FOR SOK/CLAY,
-
EXISTING 4'CONCRETE WEDGE ANCNIOR WITH U- 3) • DRIVE STYLE FOR ROCK/CORK 'R'RATING OF WALLS,FLOOR ROOF WA
TABLE 1 B 1 400 Hoo AEs PER
BUILDING
EXISTING 4 CONCRETE OPTgNNAI SUPPORT PAD(PT WOOD ANCHORING TO CONCRETE D
, ,C,,,,E PRO7ECTCN USAGE A
CONCRETE BLOCK OR PM)SPACED SHED WIDTH MAXIMUM ANCHOR
MXLRK
A 6'-0'MAX.
SPACING AA4 SHELTER USAGE w
SOIIAR[FOOTAGE 1H SO.F1.M U'36
24'-0" a'-0"
REVISIONS
20'-0" 5'-0" REV I DESCRIPTON DATE BY
ADOCD TTP[2B EARTH ANCHok MMD l,to AOLT DPT. D/t5/ts Arts
TIE-DOWN STRAP BOLTED THRUT 16'-0" 5'-6 ] -%'WKKET UTMP,Abs w IWIIES 21NVI. MIS
FLOOR.101ST WITH 1/2'GRACE 5 (1)4.4 STP/2 ON 8'WOE OR LESS ] AOOm]/ta'aLKw¢m CAtL U+s/H w
RETE 214 SOLE PLATE(NATURALLY (T)1x4 1/2 ON e'w11 OR LEI. BOLT MINIMUM WITH WASHERS (2)2.6 OR(1)4.6 P.T.STP/2 SKIDS
SHER OLIRABLE■000 OR P.T.) (2)2.6 OR(1)1.6 PT SYP/2 SKIDS (NUT!BOLI OR 21-LAG BOLT) ALL ELSE(CAi BE SET ON GROUND). 14'-0" 6'-0 • KITED IwTE tt a nKIWC KIOSKS N]D/H MI!
•, _ - ELSE(CAN BE SET ON GNIXAA). 5 ]Ot)I![ L3D/tl IMA
------------ _ �4" 12'-0"
TK-DOWN STRAP EL 3/16'
GKVANYED STEEL CABLE
(SEE NOTES) S/8'.30"EARTH ANCIIDRDrown 8,,:WITH EYE NOCE AUGER STYLE 10'-0"
1/2-a3•(4,000 LB.)CONCRETE FOR SOIL/CLAY.ERNE STYLE Dote MTB
• OPTIONAL REINFORCED . FOR ROCK/CORK
CONCRETE REINFORCED
WEDGE ANCHOR RH 2•CONCRETE
8'-0" 8/17/15
scow: Ln
I,•-8'-4 EZSTNG CONCRETE OR OPTIONAL6-O" N/A
EXISTING 4•CONCRETE SUPPORT PM(P.T.WOOD.CONCRETE RqM
BLOCK OR PAD)SPACED AT 8'-0•MAX. TABLE 1 C RC LARK BUILDERS
ANCHORING E n
SHED WIDTH MAXIMUM ANCHOR (D
SPACING n m^
P TK-GOWN STRAP 24'-O" L 1 /
I
(1)1.4 SYP/2 dl 6'WIDE OR LESS (1)1.4 SYP/2 ON 8'WIDE OR LESS 1 4.a SYP
T (2)L6 OR(1)4.6 P.T.SYP l2 SKIDS TK-DOWN STRAP BOLTED 70 (2)2.6 OR(+)4.6 P.T.SYP/2 SKIDS (SEE NOTES) () /2 ON B'WIDE OR NESS.
.T STP#2 SKIDS
ALL ELSE(CAN BE SET ON GROUND). GROUND ANCHOR WITH 1/2' ALL ELSE(CAN BE SEI ON GROUND). ALL EI.SE(CAN2.6 OR I BE•SE7PON GROUND 20'-0" 4 H/
GRAPE 5 BOLT MINIMUM wtTn i
WASHERS,ALSO CON7MLOUS AND lIE-DOWN STRAP BOLTED TO
ATTACHED TO GROUND ANCHOR ROUND ANCHOR WRH 1/2'GRADE 16'-0" 5'-0" m
ON OPPOSITE SIDE s BOLT MINMUM MIT.WASHERS 0
E 5/6'.30'EARTH ANCHOR: AUGER STY FOR µGLAIR', 14'-O" V
R AUGER STYLE FOR SOK/CLAY, SOIL/CLAY.
• • ERNE STYLE FOR ROCK/CORAL , , DRIVE STYLE FOR ROCK/CONGL . 12'-0" 7' \`` T
EXISTING 4'CONCRETE EXKTRNG A.CONCRETE OR SUPPORT OPTXNNL SUPPORT PM J.MOOD. 10'-0" Q \�\\\��E' ...........
,••EN••�A
PA.(Pl.
WOOD.CONCRETE BLOCK OR CONCRETE BLOCK OR
PAD)SPACED J ••�1r' S f
PAD)SPACE
AT 8'-0'IM%. AT B'-o•MAX. 1 `
TIE-DOWN DETAILS 6'-0" 12'
z 4 7P �
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALLMEASUREMENTS ARE CENTER-TO-CENTER. •:(v`
TIE-DOWN STRAPS TO BE MINIMUM 1-J'x 0.035"GALVANIZED STEEL, FEDERAL SPECIFICATIONS DOS-781-H,TYPE-1,FINISH-B. GRADE-I. TIE-DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x t.5) i ti (STTATE
ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. A ot F-- P
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 SPEED.AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. U �/T L O R I
CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA.B.0 DEPENDING ON SHED WIDTH,WIND SPEED,AND EXPOSURE. F,+••+.,,••N•• „A�- •"G \\
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4•COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). Q // ; •• I-; \\
8. MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF(TYP.)
IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING K FOLLOWED FOR EACH ANCHOR TYPE.
9, EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED N
10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLIVER TECHNOLGIES,INC. MODELNOTICBI, OTIC82 OR EOUIVALENT) �1
11. HOLLOW OR SOLID CONCRETE BLOCKS(8'x8"x167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48-WITHOUT REINFORCING. LLJMotthe. T. BoldWin P.E.
(n Florido License #64608
t $hee+ AP-1 OF 1