HomeMy WebLinkAboutINSTALLATIONSTEPS TO SETTING TRUSSES
LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES
1) Install dround bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4
trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal
bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses
(see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below).
7) Repeatiprocess on groups of four trusses until all trusses are set.
1) Instale los arriostres de tierra. 2) Instate el primero truss y ate seguramente at arriostre de
tierra. 3) Instale los pr6ximos cuatro trusses can restr)cd6n lateral temporal de miembro corto
(vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre
diagonal pare (os pianos de los miembros secundar)os pat estable los primeros cinco trusses
(vea abajo). 6) Instale la resblcd6n lateral temporal y arriostre diagonal pare la cuerda inferior
(vea abajo). 7) Repita Pste procedimiento en grupos de cuatro trusses hasta que todos los trusses
e�o_Instalados.
QRefer to 86II I -Bra Summary Sheet -Truss installation & Temporary Restraint/Brarinn for more
Information(
Vea el resumen BC41-B2 - Insralad6n de Trusses y Arriostre Temporal para mayor
informad6n
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
EL RmWcCION/ARRIOSTRE EN TODOS PLANES DE TRUSSES.
�f This re,5trai'nit & bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses.
Este mitodo de restricd6n y ariostre es para todo trusses excepto trusses de Cuerdas paralelas
302' '4x2.'1
1) TO? CHORD — CUERDA SUPERIOR
Truss Stan
Top Chord Temporary Lateral Restraint (TCTLR) Sparing
Wrigitud de
Tramo
Espaclamiento del ArTiostre Temporal de la Cuerda Superior
Up to 30'
10' o.c. max.
Hasta 30
Cples
SO pies max)mo
30' to IS'
8' D.C. max.
30 a 45
pies
8 pies max)mo '
45' to 60'
V o.c. max.
45 a 60 pies
6 pies maximo
60' to 80"
4' o.c. max.
60 a 80 pie5"
4 pies maximo
-Consult a Pro onal Engineer for trusses longer than 60'.
•Consulte a q ingeniero para trusses de mas de 60 pies.
r( See BSI-B2 for TCTLR options.
• Vea el SCSI-B2 para las opdones de TCTLR.
I Refer to BCSI-B3 Sum-
mare ShPPYI- PPrrnt nt
Para infom
restdcd6nr
Para amta;
el resumer
2) WEB MEMB
A
LATERAL
& DIAGO.I
ARE VERN
[LA REST[
LATERAL.'
ARRIOSTI
DIAGONA
SON MUY
IMPORTTAA
o
3) BOTTOM CH
Lateral
; /
mi for Gable
_ -
tralnt/bracing/
Information.
6n sobre
ostre/refuemo
)-7i Repeat diagonal
de hastial vea
Ll braces for each set of
SI-133 - Re-
4 trusses.
t€
. Cuerdas v
Ground bracing not shown for clarity. Repita los arrisotres
mdados
die onales
9 pars cede
grope de 4 trusses.
PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS
BRACING Web Members
MRTANT
EL
11 30'-15' max. Same spacing as
bottom chord Lateral Restraint
— CUERDA INFERIOR
its - 2x4x12' or
over two truss(
Bracing
Chords
Diagonal Braces every 10
truss spaces (20' max.)
Some chord and web members
not shown for clarity.
Diagonal Braces every
10 truss spaces (20' max.)
Some chord and web members
not shown for clarity.
RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
LA RESTRICCI6N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
Refer to BCSI-B7
Diagonal Bracing
Summary Sheet
100' or1�� Repeat Diagonal Bracing
- Temporary & Per-
- T ../ every 15 truss spaces (3(T)
manent Restraint/
Bracing for Parallel
Chord Trusses for
more information..
Vea el resumer
`
Bpi-87 - R�j�c-
Apply Diagonal Brace to
d6n Ardostre
vertical webs at end of
v
Temporal v
Permanente de
cantilever and at bearing All Lateral Restraints
locations. lapped at least two trusses.
Tames de Cuerdas
*Top chord Temporary Lateral Restraint spacing shall be
jYaralelas pare mas
10' o.c. max forX chords and 15' o.c. for 42 chords.
informad6n.
INSTALLING — INS 1 ALACION
r'
fPa e
211
RfTolerances for Out -of -Plane. tt0ut of Plumb
Toleranc)as para Fuera-de-Plano.
Max Bow • D/50 D (m)
r Length —i- 1/4' 1'
Max.Bow ^— LengN —►' 11T 2'
Max.
Bow
Truss
Length
3/4'
12.5'
7/8'
14.6'
1'
16.T
Max. Bow
- _ __ ! I 3/4' 3'
1-118"
18.8'
Length r~ l I 1' 4'
1-1/4'
20.8'
m Plumb 1-114' 5'
I= iT Tolerances for ' bob 1 12• 6•
n
1-3/6'
22 g'
1-1/2'
25.9
Out -of -Plumb,
Tolerandas para D/5o max
Fuera-de-Plomada. 2' 28'
N Y.anr . +eh
1-W4•
292'
2'
233.3'
CONSTRUCTION LOADING — CARGA DE CONSTRUCCION
Q Do not proceed with construction until all lateral restraint and
bracing is securely and properly In place.
No proceea con la construcci6n hasta que todas las restric-
dones laterates y los arriostres estan colocados en forma
apropiada y segura.
Do pat exceed maximum stack heights. Refer to BCSi-B4
Summary SheP - Construction Loading for more Information.
No exceea las maudmas allures recomendadas. Vea el resdaten
BCSI-84 Cama de Construccl6n pare mayor infomhac6n.
5
Do not overload small groups or single trusses.
No sobreargue peque"nos grupos o trusses Indivlduales.
Never stack materials near a peak.
Nunca amontone matedal cerca del p)eo.
jy Place loads over as many trusses as possible.
,� •" ,� Coloque las cargas sobre cantos trusses Como sea posible.
1= 7f Position loads over load bearing walls.
Lv I Coloque las cargas sobre has paredes soportanbes.
Tmss bracbg not
ALTERATIONS — ALTERACIONES shown for Writy.
Q Refer to BCSI-B5 Summary Sheet Tim Damage Jobe Modifications & Installation Errors.
Vea el res6men BCSI-BS Da -nos de tresses. Modificadones en la Obra v rrores d Instalad6n.
Material
Height
Gypsum Board
12'
Plywood or OSB
1G
Asphalt Shingles
2bundles
Concrete Block
Clay The
34 bhes high
®Do not cut, alter, or drill any structural member of a truss unless x
specifically permitted by the Truss.Design Drawing.
No torte, albere o perfore ningun mlembro esWctural de dos
trusses, a memos que est6 espedfiamente pennitid0 en el dibujo
del dise'no del truss.
® Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may render the Truss Manufacturer's limited warranty null and void.
Trusses que se han sobreargado durante la construcd6n o han sido alterados sin una autorizad6n
previa de) Fabricante de Trusses, pueden reducir o eliminar la garantla del Fabriante de Trusses.
NOTE: The Tmss Manufacturer and Truss Designer rely on the presumption that the Cantradm and cane operator (e applicable) are
Professionals well the Capability to undertake the work they have agreed to do on any given poet. U the 0enbador believes a needs
�sistance In some aspect of the conseruWon projc& It should seek assistance thorn a mmpetatt party. The meth ds and proralures
outlined In this domme t are Intended to aurae that the overall t nstru tbn techniques emplaiei will put the busses Into placeSVMY.
11rese remmme dations for handling, InsialMg, restraining and bradng busses are based upon the eolleMn apakrm of leadlrg
personnel Involved with toss design, manufadure and lutanaeon, but must, due to the mature of resporsibQiUes Involved, be presented.
only as a GUIDE for use by a quaMed Buedltg.Designa or Cbnbadec It Is rot Intended that tim recommendation be Ntayreted as
superior to the Building Designers design specification for handling, ktstalMg, restraining and bracing busses and it does not preclude the
use or other equivalent methods rer RStrainIng/bracing and pmvMhg stability for thq walls, cdumre, floors, roofs and all the Interrelated
structural buildhg oomporrents as dearmdnd by the rmntra:2N. Thus„ WfCA and TPI expressly dsdalm any responsli ft for damages
arising from the use, application,
or reliance on the remmmtetdatio s and INdrtation conntsitnall herein. J
i h .Ai N � Oil
,u�rm, on�r TRUSS PLATE INSTITUTE
6300 Fnterpdse lane • Madison, WI 53719 218 N. Lee St, Ste. 312 • Alexandira, VA 22314
608/274.4849 • wwwsbdrdusbywm 703/683.1010 • www.tpinsLorg
STEPDOWN HIP CORNER SET DETAIL
HIP GIRDER
CJ5
CJ3
QG
�`Q
U
CJ1
if
z
z
w
I all
L
U
U
U
j
W
CORNER JACKS
21- 2'-0" 2'-0" 2'-0' 2'-0'
1s-0•
NOTES:
1. DESIGN BASED ON SOUTHERN PINE LUMBER.
2. TRUSS TO BEARING CONNECTION BY OTHERS.
3. WIND LOADING BASED ON ASCE 7-10 MEAN
ROOF HEIGHT 30', EXP C ENCLOSED, RISK
CATAGORY II
4. APPLICATION OF TOENAILS PER NDS-2005
(3) 16d (0.162"x3.5") TOE -NAILS
(2) 16d (0.162"x3.5") TOE -NAILS
NOTE:
10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED
IN PLACE OF 16d TOE -NAILS UP TO THE MAXIMUM
REACTIONS SHOWN BELOW.
(2) NAILS: R=260# U=345#
(3) NAILS: R=390# U=520#
TRUSS PLATES AND LUMBE
AS SHOWN, OR PER
INDIVIDUAL TRUSS DESIGN:
"1Gillmi6� no Mm "Lm = Nark ON = ==
1}a.e. ragoire ealeeme earo 1° rabrloanog, L.adnng, �PpJOgto.lentog and urudoj, Reler to and lonow
tLeee hmWmr�Ia.°laDms .h°Il � uon. or for .slaty Waolloet prier to perlarmfut
.Lon Lore p etteeLed .!r tam or Dr°dos pee BCSL U°le� ao4d otLartlea, lop chord
odno& t ab. for pvm.°e°t-]ntm4 -stralt of I b..h& r hen perrid
° Dr'oporb °th°Lpe A
Mau*" Int I". Sao tLtr Job'° gmml noW pale ler =me fnlorm.{ am �°6� taetened Nf.R
` rwanim- "mm copr or 7Hn ns m 70 am "= cmucm
r f Heading cam L O:oep rae. (II78CO) .LaII °ot M n� for .n dwi.Hon Lem tLL d.dsa,
-egr=foars-to-bmld=tLo-tru,.-la=ooalotmnn=tritL=TPC=or-uorn.upy.=,=�}DA'aY� l�taHlni-!- — — — --
Lradox oftraw.. rmB w oonaeotor proem .r. male °t zo/Se/laa (ru/e/Iq Baer desg p•de 37/40/60
NOTfit/tl/as) g. da.1 dppb pLtw to uoh l.oe of trou, potlNoyed u °Lnm °Lon and on 7oLit nK°11..
ea tLL deadng ae oo..r pe,. mdfoda..m.ptxmm °od prote.tl Ah .adooarlct d an Idut R .ols.
for um arum eompameenntt Idnfgm .La.o. 7Le .WIeLO1 y and us. at 1LI. eompo°mt trot .ny LttOdlog !. tL.
EfT HCo• inrof the • SP ��or pr gliaf/��ppJJ l H.o. a
Leg oom, L• rff tptoat.00m; �'Sc1: wwwaboludusby.com; JCM fefiee.da org
HIP JACK
TC LL
TC DL
BC DL
BC LL
TOT. LD.
w
W
w
0
a
END JACK
20-30 PSF REF
7-20 PSF DATE 3/21/12
- PSF DRWG STEPDOWN HIP
10.00 PSF
37-55 PSF
DUR. FAC. 1.25
SPACING 2-0-0
Valley Detail - ASCE 7-101 180 mph, 30' Mean Height, Partially Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better,
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3,,SPF #1/#2, DF-L #2 or better,
N x .Attach each valley to
every supporting truss with(
560# connection or
with (1)
ITWBCG HA4
or HA2,5 connector
or
equivalent for
ASCE 7-10 180 Mph,
30'
Mean
Height, Part. Enc,
Building, Exp. C, Wind
TC
DL=5
psf, Kzt = 1.00
Or
ASCE 7-10 160 mph,
30'
Mean
Height, Part, Enc.
Building, Exp. D, Wind
TC
DL=5
psf, Kzt = 1.00
Cut from 2x6 or
Larger as req'd
4-0-0
12
12 Max, � W2X4
W2X4 W2X4
8-0-0
12 Max, I— 4X 4\
W1X3 6-0-0
(Max Spaclno)
16-0-0
12
12 max. I—
W1X3 E
W1X3 (Mnx
dIX3 W5X4/SPL
Unless speclfled on engineer's sealed design, apply 1x4 'T' brace, BOX
length of web, sane species and SRB grade or better, attached
with 8d box (0-113' x 2,5') nails at 6' o,c„ or continuous lateral bracing,
equally spaced, for vertical valley webs greater than 7'-9',
For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, BOX length of
web, same species and SRB grade or better, attached with Sd box
(0,113' x 2,5') nails a 6' o,c,
Top chord of truss beneath valley set must be braced with,
properly attached, rated sheathing applied prior to valley truss
Installation,
Or
Purlins at 24' o,c. or as otherwise specified on Engineer's sealed design.
Or
By valley trusses used In lieu of purlin spacing as specified on
Engineer's sealed design,
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley Is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-01,
Pitched Cut
W2X4 Bottom Chord
Valley
X3 -�W2X4
Bottom chord may be square or pitched cut as shown
W2X4
Valle
Spacing
Square Cut Stubbed Valley
Bottom Chord End Detail
Valle
SP°
20-0-0 (++)
Supporting trusses at 24' o,c, maximum spacing,
ssVMMGiss READ AND FOLLDW ALL NOTES ON TIOS DRAWINGI
19INPORTANT" Fl/tNISH THIS DRAWING TO ALL CONTR=13RS INCLl1DING THE INSTALLI roe
Trusses require extreme care In fabricating, handling, shipphp, hstalllnp ad bracing, Refer to and
follow the latest edition of SCSI Voicing Component Safety Inffornatbn, by TPI and VTCA) for safety
practices prior to performing these functions, Installers shalt provide tenporsry_braehp per SCSL
Unless noted otherwise, top chord shag have Property attached structural shoo end bottom
chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint
of webs shall have rdcbV Installed per 2CSI sections 13, 17 or 110, as applicable. Apply ppl1ates to
each fan of truss arwl position as shown above and on the Joint Details, unless noted atherdse.
Bu0[Png Components Group Inc. Refer to draehgs ISWZ for standard plate posltlmxa
-- — -- —_ -_ - --- - ITV-IuldFq Conponmtc Group Inc, shall not be responsible for any deviation from this drawing, any
failure to build the truss In conformance with ANSI/TPI I, or for handling, sipping, Installation i
bracing o► trusses. A seat on this drawing or cover Page [is thds drnrlrg, Indicates acceptance
of profascbral snglneerhp responslbluty solely for the design sinwn The suliabllty end use of this
drawing for any structure Is the responsibility of the Sriding Designer pper MIablit 1 d us
Earth City, MO 63045 For more Information see thk Job's penanl notes page and these web sltesu
ITVRC& wwwAwbcg,conh TPD www,ipInstorgh VTCM wwssbcIndustryorgi ICC, wwwdersnfs.oro
TC LL 30 30 40PSF
TC DL 20 15 7 PSF
BC DL 10 10 10 PSF
BC LL 0 0 0 PSF
TOT, LD, 60 55 57PSI-
DUR.FAC, LeS11.3311,1511.1
SPACING 24,0'
W4X4
Optional Hip
Joint niatnll
F VALLEY DETAIL
TE 2/16/12
WG VAL180100212
f j5Q���uldng
3z I
C%&Mponefft- (G-roup
PftQUW i
SUPPORM
HNIGER-113
FlIMIGi
'
!grtl6
�y13i�(ODE . HM�tri .AHU26
11/2
18
51/2
AHU28
11/2
1 18
1 W16
6112
ABU210
11/2
18
19/16
81/2
AHU25-2
3
18
37116
51/2
AHU284
3
18
3 7/16
51/2
AHU210-2
3
18
3 7/16
51/2
AHEM
j 31/2
18
39116
5112
AHU43
31/2
18
39/16
51/2
AHU410'
31/2
18
39/16
51/2
Swum Pine
MAI
IYl f{A!I
DE 7FH
JOIST
�
2 3/4
0.148" 1.5'
2 3/4
0.148'1
2 3/4
0.148'xl.5'
2 314
0.148"x3.0-
2 3/4
0.148'34.0'
2 314
0.148'x3.0'
2 3R
0.148'1
2 3/4
a148'x3.0'
2 3/4
0.1487LiD-
101Si
Ply
'HERDER
SIZE
J66T
QiY
�:
?? ONF�LCTOR `
-LOAD
_ _
. • 1•..:
Y:f5
.125
. tR':,
`!
8
0.1621111
24
3350
335D
3350
3350
1025
1175
12
0.162'1
24
3655
4095 '
4250
4375
1535
1765
16
0.162'1
24
36SS
4200
4565
56tk5
2045
2350
8
0.162'1
24
335D
3350
335D
3350
1025
1175
8
0.162'1
24
3655
4200
4375
4375
1535
1765
8
0.162')3.5'
24
3655
4200
4565
5846
2045
2350
8
0.162535'
24
335D
335D
3350
335D
toms
1175
8
1
0.162'1
24
3655
4200
4375
4375
1535
1765
8
0.16254.5'
24
3655
42M
4565
5845
2045
2350
1305
2060
3270
13D5
21M
3270
1305
2060
3270
SoUlhem Pine (OM SpecMe Grav!W
PRODUCT
CODE
SUPPORTED
MEMBER
HANGER DIMENSION
COMMON HAIL TYPE FASTHERS
ALLOWABLE DOWNWARD LOADS
ALLOWABLE UPWARD LOADS
PRODUCT
GAUGE
C FAR
WIDTH
(mT
OVERALL
HEIGHT
Cm}
OVERALL.
DEPTH
Cm)
JOIST
HEADER
LOAD DURATION FACTOR
LOAD DURATION FACfOH
SIZE
QTY
SIZE
OTY
1
1.15
1.25
1.6
1
1.15
1.25
1.6
AGUS26
j 11/2
12
1 5/8
5 7/16
41/4
0.M"XI-5"
24
0.162'S45'
30
4925
5035
5D35
5D35
2700
2700
ZMO
2700
AGUS28
1112
12
1 5/8
615116
4114
0.148.1
30
a162"x;5'
40
6555
7410
7410
7410
3485
3485
3485
3485
AGUS21e j
11/2
12
1 WS
815/16
41/4
0.148-X1.5"
38
0.162545'
50
8210
=5
8865
8865
5035
5035
SMS
5035
AGUS212
1 112
12
1 5/8
10 15/16
41/4
0.148"xis'
46
0.162-)45-
60
9240
9240
9240
9240
6455
6475
6475
6475
AGUS26-2
3
12'
3 118
5 7/16
41/4
0.148"-0'
24
0.162"1
30
4925
5035
5035
5035
2700
2700
ZMD
2700
AGUS28•-2
3
12
3 1/8
615/16
41/4
a148'I
30
0.162'1
40
6565
7410
7410
7410
3485
3485
3485
3485
AGMG-2
3
12
3 1/8
815116
41/4
0-148')S.O'
38
0.162°1
50
8210
8865
8865
8865
5035
5035
SMS
15M
AGU5212 2 j
3
12
3 1/8
1015/16
41/4
DAW"I
46
062'x35'
60
9240
9240
9240
9240
6455
6475
6475
6475
AGUS2G-2T
3
12
37116
57116
4114
0.148"D'
24
0.162WZ
30
4925
5D35
5035
=5
2700
2700
27M
2700
AGUS28 2T
3
12
37116
615/16
41/4
0.748"D'
30
0.162°-3 5'
40
6565
7410
7410
7410
3485
3485
3485
3485
AOUS2102T
3
12
3 7/16
815/16
4114
0.148'X3'
38
0.162 x35'
50
8210
8865
8865
8ses
5035
5035
5035
5035
AGUS212-2f
3
12
3 7/16
10 15/16
4 114
0.148.1
46
0-162".5-
60
9240
9240
9240
9240
6455
6475
6475
6475
A
3112
12
396
57116
4114
0.148".0'
24
0.162`x3S'
30
4925
SM
5035
5035
2700
2700
ZMO
27 00
AGUS48
31/2
12
3 5/8
615116
4114
0.14ra.O"
30
0.162S45'
40
6565
7410
7410
7410
3485
3485
3435
3485
AGUS410
3112
12
398
815/16
41/4
a148'aO' 1
38
0.162545' 1
50
8210
8865
8865-
8865
5035
5035
5035
5D35
AGUS412
3112
12
3 WS 1
1015116
419
0.148"X3.0' 1.46
0.162.1 1
60
9240
9240
9240
9240
6455
6475
6475
6475
AGUS26-3
41/2
12
4 SM
57116
419
0-14854 0-
24
0.16254.5-
30
4925
5035
=5
MS
2700
2700 1
2100
2700
AGUS28-3
41/2 1
12
4 W8
615/16
419
0.14854D-
30
0.162545"
40
6555
7410
7410
7410
3485
3485
•3485
3485
AGUS21"
41/2 1
12
4 SIB
815116
41/4
0.14854.0-
38
Ol62545°
50
8210
8865
8865
8855
5035
SOS
5035
5035
AGUS212 3
4112
12
4 SB
1015/16
41/4
0.148'x3.0-
46
0.1621
60
9240
1240
9240
9240
6455
6475
6475
6475
AGUS26-3r
j 4112
12
5
5 7116
4114
0.14854.0'
24
0.16254S'
30
4WS
5MS
5035
5035
27M
2700
2700
2700
AGUS28-3T
41/2
12
5
61916
41/4
0.148"x3.0"
30
0:162W-5"
40
6565
7410
7410
7410
3485
3485
3485
3485
AGMD-3T
41/2
12
5
815116
4114
0148W.0-
38
0.162W-5o
50
8210 1
8805
8865
=5
5035
5035
5035
5035
AGUS212-3T
j 4112
12 1
5
1015/16
41/4
0.148-410°
46
0.162'&5° 1
131 1
9240
9240
9240
9240
6455
6475
6475
6475
ii0d x 1-1/2 Plans are O_148` x 1.v
mre
I Common Nails a0.145' x:i_["
!led Common Puffs are 0.162° x 3.5'
I
EofF~,LUAi10N PEpOFUR
FOP,
D E�W BCC CONS f ,RUG 110M HARDWARE
i PREEPAIRUED FOR -c
PRODUCT APPROVAL 14079
Ided(Ar,1 October 13, 20101 as noted below)
,I
ST- 5ftner L_ L zwisi P.E., FL. 9T
re-Iff Stffiffi tg CoMp=zr.errLs Group Inc.
1950 lfriarlav Dfwa
L.a ves Gify, FL 33W
MOO:278
24- 217
I
'ago
sr
• ��
s
l �
- 41- AGUS mar
214 AHU26 `
r. •� n .i
w � h
SIM OF GO; PACE
The- products described in this report have been evslua ed ii1 acc ardallra With the
reGLdreme-als of the Florida Bufldirra Code and ibund to be in compliance eviiil the
Florida Buffdrnu Conn Ydien used In accordance vA Us evaluation'report.