HomeMy WebLinkAbout2006 02 09 Other
Date: February 9, 2006
THE FOLLOWING WAS HANDED OUT DURING THE OAK
FOREST MEETING BY STEVEN RICHART.
City of Winter Springs
Oak Forest Wall and Beautification District
Overview Urban Beautification Division
Meeting Report - February 9, 2006 Steven T. Richart
Office: 407-327-5976 Fax: 407-327-6695
Email: srichart(@wintersnrinf!sfl.orf!
A. Budaet Review
1. YTD budget report - 191 Oak Forest Maintenance.
2. YTD budget report - 309 Oak Forest Capital.
B. ReDorts and Information
1. Eastwood has installed new lantana at the entrances and mulched all
plant beds with pine bark.
2. Plantings on Winter Springs Blvd. (medians) have been completed in
the bed areas.
c. Proiects
1. Ken-Lin has finished installing the sod and plants along the wall but has
been requested to 'roll' the sod again due to areas that are uneven. The
job is 980/0 complete. A Board Member is requested to do a walk through
with City Staff before Ken-Lin is paid on this project.
2. Proposed Wall Extension. The wall extension design has been completed
by CPH Engineers (see attached). Awaiting purchase agreement from the
City Attorney.
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Vendor:
Project: .
. r!l.f.~ and Egul~m.Qt:
'?~~~rt)d- -
ex
.-
Urban Beautification Quality Inspection Report
Grounds Maintenance
Date: 1/9/ 06
Monthlv Maintenance Reports
_Yes _No Date:
Mowing, mechanical tr1r.nmfng, and cleanup oftuff areas.
2. Weeding of planters,. curbs, walks, and hardscape areas. ~ID~, 5
3. Trash and debris removal. Ske:!.Jt ~n) wI (IN)wU;S 1 5
4. Edging of planters and hardscape areas. 1 5
5. Irrigation system coverage ~~y)- - fo.>e~ 5
eh..s.
6. Fertilization and chemical program.
7. Trimming of shrubs and hedges. 5
8. Overall appearance and curb appeal. 1 2
9. Vendor communication. 1 2
k}tv-N~S
4/~ - Go,:)J., (
=
If c.eJ <?..)te.... 0 ~ ) bD-L ~C~-J
Itt
Urban Beautification Quality Inspection Report
Grounds Maintenance
Vendor: ~w. \
. ProJect:. :
. f :afetv and Eaulomenl:
Date: --LJ1D I CJt _ .
Monthlv MalntenanC>>-Reoorts
_Yes ~ate:
Mowing, mechanical trimming, and cleanup of tulf areas.
2. Weeding of planters,. curbs, walks, and hardscape areas.
3. Trash and debris removal.
1
1
5
4. EdgIng of planters and hardscape areas.
1
5
5
5. Irrigation system coverage.
6. Fertfllzation and chemIcal program.
7. Trimming of shrubs and hedges.
1 -
5
5
1
5
8. Overall appearance and curb appeal.
9. Vendor communication.
1
1
5
4 5
Se-rvice Requests: (To be handled within 7 working days unless otherwise noted.)
: i&:l\{V(~'1 ~vtll !\{VI'>
~j)~ fkJ1 - It((~_
~
:
l(? 7-)>9 -S F-I
F-Rrrf--
Oak Forest Wan and Beautification District
CITY OF WINTER SPRINGS
MONTID..V LIGHTING INSPECTION
Date: J (1 r) !()L IDsgeetor: Steven Richart
l
Entrances:
1.
Tuskawilla Road and Winter Springs Blvd.
~
2.
Tuskawilla Road and Trotwood.
0'-'---
3.
Tuskawilla Road and Oak Forest Drive.
. v::
I o~~,. ~{ty'W~
4.
Tuskawilla Road and Forest Creek Drive.
Notes: ~ L{~W'4Pe-f
Vendor:
Project: .
. ~afetv and E~ull>l11enl:
Urban- Beautification Quality Inspection Report
Grounds Maintenance
VJT\....-::: Date: ~
O~r-{)~
(j('-
Monthlv Maintenance Reports
_Yes _No Date:
Mowing, mechanical trh:nmlng, and cleanup of tult areas.
2. Weeding of planters,. curbs, walks, and hardscape areas.
3. Trash and debris removal.
4 5
5
4. Edging of planters and hardscape areas.
5. Irrigation system coverage.
5
6. Fertilization and chemical program.
~Co,)-~)
5
7. Trimming of shrubs and hedges.
5
8. Overall appearance and curb appeal.
1
1
4 5
9. Vendor communication.
4 5
Service Requests: (To be handled within 7 working days unless otherwise noted.)
~~~ Cit.~\J'1 .
TRuGREEN (hemLawn~
PROPERTY
1
COLOR: 0
DENSITY: 0
( 1 = Poor, 5 = Excellent)
2 345
o 0 ~ 0
o 0 )2( 0
MOWING HEIGHT:
Good Too High Too Short Dull Blade
POD 0
WEEDS:
BROAD LEAF --erz
PROBLEM GRASS~S
INSECTS:
DISEASES:
THATCH/SOIL CONDITION:
. Good
WATERING: ~
RECOMMENDATIONS:
Too Wet
o
Too Dry
o
COLOR/GROWTH 0 POOR 0 IMPROVED 0 HEALTHY
OTHER FINDINGS:
o WINTER INJURY 0 TRANSPLANT SHOCK
o WATER DEFICIENCY 0 NORMAL LEAF DROP
o EXPOSED ROOTS 0 POOR DRAINAGE
o CONST. DAMAGE 0 MECH. INJURY
o PLANTED TOO DEEP 0 MULCH TOO DEEP
o GIRDLING ROOT/WIRE 0 WOOD BORING INSECTS
RECOMMENDATIONS:
INSECT ACTIVITY: 0 MINIMAL 0 PRESENT 0 PREVIOUS
DAMAGE
DISEASE ACTIVITY: 0 MINIMAL 0 PRESENT 0 PREVIOUS
DAMAGE
RECOMMENDATIONS:
TO DAY'S APPLICATION
p:" LAWN D TREE/SHRUB
INCLUDED:
o TREE TRUNK INJECTION
~ITROGEN ~ON
o INSECTICIDE 0 FUNGICIDE
o PRE EMERGENT WEED CONTROL
RECOMMENDATIONS:
~
DOTHER
o SULFUR 0 NATURAL FERTILIZER
o AERATION 0 PHOSPHORUS 0 MICRONUTRIENTS ~OTASSIUM
o HORT. OIL 0 LIME 0 SLOW RELEASE NITROGEN
~OST EMERGENT WEED CONTROL 0 OTHER
..:::r ~ 72:
c
TIME
~ SITE CONTACT PERSON
DAlE
~~I!4.~~reen L;P.
~==::I
SPECIAliST/COMMERCIAL REP.
CUSTOMER COPY
PHONE
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Anthony,
Please give me an update on the progress of this item.
Thanks,
@
Steven T. Richart
City Of Winter Springs
Community Development Department
Urban Beautification Services Division Manager
1126 E. SR 434. Winter Springs, FL 32708
(407) 327-5976 Office (32\) 377-4059 Cell
\62*\9978*\64 Nextel (407) 327-6695 Fax
srichart({i))l1intersfJrinf!sfl.orf!
-----Original Message-----
From: Steven Richart
Sent: Wednesday, January 11, 2006 1:37 PM
To: 'Anthony Garganese'
Cc: Randy Stevenson; Ron McLemore
Subject: RE: Oak Forest Wall Extension - Offer to purchase land
Anthony,
As a follow up to my previous message, I am writing to advise you of results of the appraisal on
the Oak Forest Wall extension parcel we have been discussing.
Landmark Valuation Group has provided an appraisal reporting that the parcel is currently
valued at $3,600. As per my previous conversations with Todd Newby, I would like to base the
offer to purchase on this information, plus legal and recording fees.
The package will be reviewed by Mr. McLemore then sent to the Oak Forest Wall and
Beautification Advisory Board for recommendation to the City Commission as soon as I receive
the offer document from your office.
I appreciate your help.
Best regards,
Stevel T. Ricbart
CItJ If Winter Springs
CommunltV levelopmeat lepanment
Urban BeauUlleaUon Senlees Ilvlsl.n Manager
112& l S8 434. Winter SPrings, Fl32J08
(407) 327-5976 Office (321) 377-4059 Cell
\62*19978*164 Nextel (407) 327-6695 Fax
srichart@JwintersDrinasR.ora
-----Original Message-----
From: Steven Richart
Sent: Monday, January 09,2006 11:11 AM
To: 'Anthony Garganese'
Cc: Randy Stevenson; Ron McLemore
Subject: Oak Forest Wall Extension - Offer to purchase land
Anthony,
As you may know, the Oak Forest Wall and Beautification District Advisory Board desires extend
the wall (approx 60') on the North end of the project bordering Tuskawilla Road. This involves
land that is currently owned by Mr. Todd Newby that must be acquired before the wall
extension can be installed. Currently, I have a survey of the property and I am expecting an
appraisal from BJM Associates any time. Mr. Newby has agreed in the past to sell the property
to the City for appraised value plus legal and recording costs.
What I need from you is a contract offer from the City to purchase the property from Mr.
Newby that I can bring to Mr. McLemore and the City Commission for approval. I am attaching
what I consider to be pertinent information to this email, but please let me know what
additional information you need to craft such a document.
Thank you very much for your help.
Best regards,
Sleven T. Ilcllan
CItY Of Wlnler Springs
C.lDlDunflY Development DepanDIent
Urban BeaUUncadoD services DIIIst.n Manager
1126 E. SI 434, Wlnler Springs. n 3278.
(407) 327-5976 Office (321) 377-4059 Cell
162"19978"164 Nextel (407)327-6695 Fax
srichart@wintersorinasff.ora
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4. Minimum Design Loads for Buildings and Other Structures, ASCE 7-95. American Society of Civil Engineers,
1995.
Keywords: allowable stress design, cantilever wall, coping, earthquake, fences, footings, lateral loads, seismic
loads, Seismic Performance Category (SPC), wind loads
INTRODUCTION
Concrete masonry fences and garden walls fulfill a host of functions:
.privacy,
.security and protection,
.ornamentation,
.screening from unwelcome views,
.excellent sound insulation,
.shade, and
.wind protection.
In addition, concrete masonry provides superior durability, design flexibility and economy. The wide range of
masonry colors and textures can be used to complement adjacent architectural styles or blend in with the natural
landscape.
Because fences are subjected to outdoor exposure on both sides, selection of appropriate materials, proper
structural design and quality workmanship are critical to maximize the durability and performance.
STRUCTURAL DESIGN
Fences are generally designed to ensure stability using one of five methods:
(a)as cantilever walls stabilized by continuous footings,
(b )as walls spanning between. pilasters which are in turn stabilized by a footing pad or caisson,
(c)as walls spanning between wall returns which are sufficient to stabilize the wall,
(d)as curved walls with an arc to chord relationship that gives stability, or
(e)as a combination of the above methods.
This TEK covers cases (a) and (d) above. Design offences as walls spanning between pilasters (case (b)) is
covered in Pier and Panel Highway Sound Barrier Wall Design (ref. 1).
Cantilever Walls
Tables 1, 2 and, 3 provide wall thickness and reinforcement requirements for cantilever walls three load
cases: low wind and seismic, moderate wind and seismic, and high wind and seismic.
bD~ 1:4
~ 14 RE:I}Ii' Hi SONO fl'LI..v: OR JOlIn 1tElMf tN r~p JOt'll
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lHnS'l'lJAe\W $00. Al~r( OW;~
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J1~l-QmmeverFencewanD$U
Wind and seismic loads used to develop the tables were based on Minimum Design Loads for Buildings and
Other Structures. ASCE 7-93 (ref. 3). Wind pressures were based on wind exposure B, as defined by ASCE 7
-(applies to urban and suburban areas or other terrain With numerous closely spaced obstructions).
~~ l~tile~ WaDs- 1Am' LaW-a} L<mdl
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13. barI <112m.
(1820 mml o.co
8 (2.4) M bars " 56 in. ~<<.
(1422 mm) G.t:. t4 bar. @ 8 f't
(2438 mOl) o.e.
I.:a~ 00 91O iO pst (431 to 4'19 PaHdepeodiQgon wan
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Wttl i $
1t1W
7o-f/2,
Table 2~Cantflevel" Wa.fts ~M(fdefate Lateril~ toad'
Wan
height.
it (tn)
4 (f,2-}
R~iit~d waU tl1!iilf{l(t;e!D<,tili.1
6{U)
8 (2.4)
m
(010 mm) M.
L ~oo 14 to J6ps(( Q70~ro6 PilJ (~(X':ll{.ijilg()n wi'UUletglrt)
detWntuea by the IiOO$t stMg~nt 13ft .
a. ~ mile win'J. 90 ~ (l4S kmlbt). ~t.\I).,~we B
b. Seismic P<er(or~ ~~ C. it., ~ O.:W. ~<tl)lic; Sl:lH
profile type $..,A... eo 0.2-
2. MWmummmoretmMt reqmromal~ fot seismic:
;1. SPC It or B: 00 tdditiooa! fCqui.n:d.
b. SPeC: ~ r~nfo.tremtm.t~ 00 imtflcr tiJan 48 in.
(1~19 mm) and no stm11erlban:H.
e. tJ'BC Wsmi~ Zone 2,: $l1\t\3CU SPC C (2b aoo,,'"i;) plus llZO
~in. (l29mm'hari:t:nn:lalreinr~ lOn, <),0. (3.04S In)
mt'lX. (can be ~ with 11#4 at top and in !ooti~ or CqmVillt:J1,t
~ ~ltldjOOJtmi~t).
d. $s$~ 3fottdn~:requi~ for SpeD.
~I" ~C_d.Ym' W~l . High LM~J l...mid'
R$p1b'ed walt rei~em.t
m..
(~H) mm) o.e.
L Baed 00 24 to 16 p&f (1149 to 11$S Fa) (~~ (lawall.
hdpt)~ by the:mom strinp!!tof:
a. F'asbm.mife wind. ~(i17 kmIhr). ex~ B
b.~~~c.A"...()A..seismie$OiiptO!ile
trpe S~A.. . 0.2-
2. Mlultmm!.mf~ reqmre:&lOtt forselsmle:
a. SPCA orB: No ~reqWred.
h. SPC C: See ~ 2 of1'ab1e 2.
c. $PC D: V~ Md. bori~.~~t ~ no
fM:het tban 4$ in.. (1'119 nu):
(l). roto iQ. (14$ mm)wallneMbarut4$in.\l2HhtP1t)
o.c. e::b way.
(2). ior8 fa (19.tnm) wal1$ _iSbm at 48 :Lii. (1219 mm)
~ ~ \Va.)"(~fhr S ft. (24:38 nun) taU spacetS vet'tica1
bar at 32 m. (813 mm) o.c..).
Seismic Performance Categories (SPC) define the degree of protection provided against the potential hazards
~d-12
due to earthquakes. Both the expected level of seismicity in a geographic region and the type of structure are used
to assign Seismic Performance Categories. Of the five SPCs defined by ASCE 7, labelled A through E, in order of
increasing degree of protection from earthquakes, only the first four (SPC A-D) apply to fences.
Design Parameters for Fence Tables
Tables 1, 2 and, 3 are based on the following:
1. Running bond masonry.
2. ASTM C 90 concrete masonry units and:
a. For unreinforced masonry - Type N, S, or M portland cement and lime mortar or Type S or M masonry
cement mortar.
b. For reinforced masonry - Type N, S, or M either portland cement and lime or masonry cement mortar
achieving an f m of 1350 psi with the following exceptions:
(1). Masonry cements may not be used in SPC D and Seismic Zones 2,3, and 4.
(2). Type N mortar may not be used in SPC D and Seismic Zones 3 and 4.
3. Grade 60 reinforcing steel.
4. Working Stress Design per Building Code Requirements for Masonry Structures (ref. 2) including a
permitted 1/3 increase in allowable stresses for wind or seismic.
5. The weight of masonry walls was considered in offsetting the bending moment produced by the lateral
loads based on a density of masonry of 125 pcf (2002 kg/m\
Low Lateral Loads
The low lateral load case presented in Table 1 is based on the higher of loads generated by a 70 mph (113
. km/hr) fastest mile wind speed Exposure B or Seismic Performance Category (SPC) B. This also conforms to the
Uniform Building Code (ref. 4) Seismic Zone 2 . Table 1 contains both unreiilforced and reinforced design options
for these conditions. For the unreinforced condition, the masonry must be bonded to the footing with mortar.
Moderate Lateral Loads
The moderate lateral load case presented in Table 2 is based ona basic wind speed of 90 mph (145 km/hr)
fastest mile, exposure category B, and a Seismic Performance Category (SPC) C or Uniform Building Code (ref. 4)
Seismic Zone 2. However, there is a difference between the last two regarding minimum reinforcement for
seismic. ASCE 7 requires minimum reinforcement in either the vertical or horizontal direction for SPC C whereas
the Uniform Building Code (ref. 4) requires a minimum amount in both directions. See Footnote 2 of Table 2 for
these requirements on fences.
High Lateral Loads
The high lateral load case, Table 3, is based on a basic wind speed of 110 mph (177 km/hr) fastest mile,
exposure category B, and a Seismic Performance. Category (SPC) D. This is similar to Seismic Zones 3 and 4 in
the Uniform Building Code (ref. 4).
1 of j 2
T~bl~ 4--CantiJev~:r Walls . F(JQijn~ RtqlJiremlififs!.JA~
Footing ~ in. (rom) (or It'l~ 1* ta~~gtlr}'c6
Law . Moden!e
a x t6
l
12 )( 24
-x6
12 x
$ (2.4) (3OS )( (10) (305 x 762) ~5x I nil
J. O:maete design streltgtb,f~ ~ 25oo.psi '(1~'
ml:llimum.
FoOOnp over 24 in. (6lO mm) wide require ~
rcinf~:{f4 (j 12in..(305mm)o.e..eaehway.top
and bMtom. (See Figure 1).
3. Footing dowels with a standmJ hook of same me and
~cem.t 4$ vemeat km::lI: nIl reinfuroemut iJ .
quWed. BxtMdbookrowidWt 3iD. (16 mm)ofthetoein
~ wlthoot u:an~ reinforcemJmt.
4. Hooks cf dowel bars to be 1~ in bottom of footing
wJtb3ln.('16mm)el~
5. The following io~ shrlnk.rei~ is
~tOt~:
Si!l.x 16in.{l43mmx406mm)-214
lOin. x20ia. (2S4 mm xBmm) - 214
12 in. >eUin. (36Smm x610mm).. 2~
12m. x 3010. (30$ mmx7&mm)..4H(2#4 cop and
. .. ttom)
t2iu.x44in..(305mmx 111Smm)-6f4(3tl4tbpand
bottom)
6. Foodn,g size$ are hued on 2000 psf (95.160 Pa) $Of1
bearmgmlnimum. 0 I:- ~ ,
'A~ ...i e_
v..,... "" N ! ;' .
"t1K ~fe~'"
VV~I
\
\
\
Minimum reinforcement is required in both the vertical and horizontal directions for SPC D as indicated in
Footnote 2 of Table 3.
FOOTINGS
In cantilever walls, the footing holds the wall in position and resists overturning and sliding due to lateral loads.
Dowels typically extend up from the footing into the wall to transfer stresses and anchor the wall in place. Dowels
should be at least equal in siie and spacing to the vertical fence reinforcement. Minimum lap splicing with the
vertical wall reinforcement should be 48 bar diameters. This amounts to 18 in. (457 mm) for #3 bars and 24 in.
(610 mm) for #4 bars. Footings over 24 in. (610 mm) wide require transverse reinforcement. In footings 24 in.
(610 mm) wide and less that do not have transverse reinforcement, the hook of the dowel bar should extend to.
within 3 in. (76 mm) of the toe of the footing. (See Figure 1). In all cases the hook should be at the bottom of the
footing (3 in. (76 mm) clearance to the subgrade) in order to develop the strength of the bar at the top of the
footing.
The design of the concrete footings conforms to American Concrete Institute requirements as set forth in
Building Code Requirements for Reinforced Concrete, ACI 318 (ref. 5).
Serpentine Walls
-. . , .' , '. .
- '-"'.,',' '.. .
."::', .:,...., ~~..-c: ' .
,...,'._.'_0,.,._,,--.,....
:L>:', ", ho~iz~ritalsteel in the wall should
;,."L;"",'~,~,,iQf~t~l1p~edat the control joints.
,-'-.'C
l';f~: ., '" . _
;~~~ r~l~;~~i~:r~:;!lh:yO:~:fl~
Eould' e'~as~dose to 1 as prac~ "
"%~c't::~"~i~1;~~,;
'~i.:.:;~~~/t~\; :.
eM.A:) !lave, rabl~s: ,"
~JJ1~f~~t
'~~lI8~~~~t
~tjn'Y~c()rp~of Engin-eers
~,,~~!l'~~~7R~~~~;~al
5'yrm~po.fiJjtid?CeI'neilt. AssoCi a- ,
i.tl1:l5<~f,~~1J~i~:;gN....,>'" " .', "
veiW tnougJtconcrete masonry
rt~r~~~:~~"ija~~L~ tly, sb rUlJ'k b e ~
. >,~;tfj~y,'r~; l.a_id [un likeca.?t-in-
:;rg~~:;'~gp:Sf~r~tZ hin r ,'.~pac,i~gs'
IL:sHouldi:be' close' to those re-
~~~~~m~tj~~~,c~,~i~e~~,
,;"SQl1'f{c-(~'Jjia~q"nry \vall; the con-
K~Il~{$,i~tJ~~~~e;:~a~~~r~~ For
::- --,Qe'rei::oii1'llleiidatjons of the U.S.
':~i~.t;'~+Y,~ '.' .'~- ~,. ~:J:...-
~~Jir~:I;~1.i~'l;"~" n. u\; ,: _ ..,,'.'
. Figure 3. Control joints should be construcled in concrele masonry at
openings, pilasters; wall intersections. and changes in wall cross-section.
'Jhey a!sQ should be spaced 10 (or~ approx.imately sq~are panels,
No
intersecting
Wdll
'. -,',
:',-A;ffiy Corps of Engineers see ar-
,;; tkleon' page 301. .
....;;""'.-." .
-' E. ~.~.":":. ;.:. '. ;.
"Install expansion joints
~.rhF.!~Yfrtaso.nry
'":' Clay )::lrlck g~nerally expands as
. It <).bsorbs plOistur-e or freezes. This
eiParlsion is' partly. compensated
J;i fuodcif, shrinkage but the net
eW+t is: almost always expansion.
. "Tq"accotn.:fuodale this expansion, '
<~xpansfc;nj9i.nts must be instal1e~.,
:::'.A.rt 'ex-pai1siqn joint provides space
. /o(the brick to move when its
';".y()!uri'ie. increases. .The' width of
,t~~ j'dnt is criticaL If the joint is
(66 narrow . Or if dirt in the joint
,prevents mQvement, huge compres.
: siye stresses can b.. uild up and
: ChlSh the brick. ~or example, if a
lO-foot-}ong wall wants to expand
Ikinch but can't, the compressive
, load on the 4~ini:h brick wythe
can exceed 200,000 pounds per
squf-,re fcioL
... Determining the width of the
expansion joint thut is needed is
difficult, though. The amount of
expansion is affected by the tem-
perature of the brick when it is
. installed, by creep and shrinkage
potential of the backup material,
,nhd by the amount of insulntion
behind the brick. As a result, there
. are few rules to guide designers.
Without such rules, always assume
loofJl.
~---------
AI.
opemng
. 3
.,.~;:
."~',~:
the largest possible amount of ex-
pansion. If it doesn't OCcur you'll
be better off than if you didn't al-
lbw for the moverrientand it did
bccur. Assuming a 1400 F tem-
peratUre 'swing, expansion joinls
-'.
"
.~'L~:
';f,i
,...
( ,J:
JOINT WIDTH AND SPACING
FOR B RICK CAVITY WAllS.
"".',
.".,'
\
";.:
'"'f:.'"f.
.:;;.::.
Anticipated Joint Width
Expansion (2 l.. U,
(loll, inch inch
Yo. "
,.
" "
,. ..
X. Yo
~ ~
Joint
Spacing Ill,
feet
,-~~~;~
.~';~::l~
;.t{~,
::!-:;~;
;- -::-~.\";
14 'U~e ":~t1
:; {. -rF1.
I Based 00 Ihe .lmounl oi brkk ~:tpJmlon
caused hya 1-100 F lemperature ~wing.
Brick c"pjnsioo is ca/Culaled by the
, [ormula: "
L l = CO,0002 - 0..00000-1 !.. Tl l
Sourn': anc k In'lilulc oi Amc~nc .1. "'('hnrC:oll
Note ISA, 11-190 Commerce Polrk Drive.
Reston. Virl:inia 22091.
should be sized and spaced as '
shown in the table.
Although expansion joints don't
have to be filled with t:ompress-
ible material, doing so prevents
debris or mortar droppings frolll
entcring the joint and prevcnting
expansion. When a filler is llscd.
it should be as soft as possible. It
11
/'
!
- ./-"',-
'r
"',/
I
i
.,' !~:~"~I:~Wr~~~;""7"'"
,'~;"'F:lg~;;~~. To accommodate differential .
'. mOVement betWeen brick and concrete
., . b!~~ .in cqmposite Walls, expansion joints
. should be installed in the brick wythe
WQef~el,"control jqin~s are installed
"'<';"!j-riK~'bibck ~(he. Insulation in the
.,';'tiY'lt)i between the brick and block
" '!hC\l~~s~s. the amoun'r of differential
r:n9v~ni~rjt.
1
j
I
. &...
1!1~\~;:' x~
i~li~( f~;."': ,.;;;~~;;
11"';
~ ....\~l.'~~~,
~<:;;~~~'~:' .', -;"
'I t....~:..:~.:.s..:...'<.:.!~~~. "'-. . l '
" . '. x>';~;ifl.tE(iS~crIIlG W.\lLS-
j. ,!;i.lii,;:;r- i,;:;;. ~9t~~~ M~OHjtY UHllS
'~;t~~lt;&r~~i1JE~~~E~~~
/;'<.', he~e transierstransverse loads. but still
.; \';j:':; 1~1{'i~'~;aQ~tting wall elements move
. .'. \hc!ep'~rr9~ritly~ .
.~." ,}-,.;;;:!: ,.; -.' .
~ ' ;. ii, . .
:'.;;~:.;.~~:~:'~..:.'~" .:
Joint
Joint sealant must resist
,~~ear.and~~!1
Joint
figure 5. If an expansion joint is not
constructed at a corner of two brick
walls. the expansion of the walls will
push the corner out and crack the
wall at or near the Corner.
", .'s~Cl~f~ :compress to 30% to 50%
. :';)': "6(Its;original thickness. If it com-
. ',. pf~ss~s .to half Its .original thick-
< ne'ss;' the joiIlt should be made
':'{:d6'lible th~ width needed for the
"a'nHcipated movement.
,/'''':'.Thejbiht fillet should be a closed
.....ccH nielterial that is impervious to
. . Water:. When elbsoi-bent materials
'., fr~c!-e, the water in them expands
". . ands~resses adjacent brick.
: 'E:xpan,sion joints should be in-
stalled in the following locations:
,~.._....~.
~'~" At concrete melsonry control
, joints .in composite walls !Fig-
_ u rt~4 )
U1n':
1!4/~
Flashmo
figure 6. Horizontal expansion joints
installed under relieving angles allow
brick veneer 10 expand vertically
and the concrete building irame to
shrink and shorten.
· At offsets, junctions. and cor-
ners (Figure 5)
· At parapets using about one.
hellE the spacing used in the
wall below
· Undemeath shelf angles (Fig-
Ure 6)
Isolation joints
Isolation joints are installed
wherever masonry abuts other
building materials or wherever
new masonry abuts existing
. masonry. They're lIsed, for ex-
ample, when a masonry wall
abuts a concrete wall or con-
crete column. An isolation joint
I breaks the bond between the
masonry and the other material
and allows the two to contract
and expand independently.
-;;.
CONHEctlOH OF NEW 10 EXISTIIlG WALLS
One devic~ used to create an
isolation joint is shown in Fig-
ure 7. This anchor transfers
transverse loads, but still lets
the abutting wall elements'
mOVe independently. il
References
l. "Comrne-ntar\, 10 Builclinl-.: Cod(' Nc',
quireml'nt> I'or Concre-le M.honn' Slrtll-
lurl.'!>:' :\CJ 531.;'}. Ame-ril.HI CIIIIl r,'(" In.
stilule. I'D, Box 19150. Dl.'lroll. Mie hi!:.l"
-18219.
2. "Con 1m/ lli \\',111 Move'ml"ll wlIh (""II.
erell' 1>1.1\<>nr\':' :'-lCMA TO.: .I. l'li!.. :-':.1_
lion.l! Conc:n'lp ."'1a!>onry 1\"on,lho". 2 ICl,!
JIIIN'Pl'" N'j,ld, 11('rnrlon. Vir!:illl.1 L!lI:-IJ
I. MalOnrv Strucrur.1J DI',i~1I fllr /lm/d-
inJ:~, Armv TM 5./l09-3. Au l-: LJ 'I 1')/12.
U.S. Army COrp, or' EnglCll'l'r,. N.lllCln.tf
Tedllll(',llln!orm,lllOn 5,'rvi, "'. 521l'i1'1J(1
Roy..1 RO.1CI. Sprtn!-:Iierrl. Virgini.1 221(,1.
-I, "Building MC)Vt'mcnls ,lnll 101111,; I'JII.!,
I'orl!.lnd Cc'mc'nl A~~O('f,llion. ;;.120 Old .
Orch.lrd NO.lel. Sl..okrl'. 1I/1I\!ll' hOCl;;:
AutoCAD Filenome: FILE
SKETCH
OF DESCRIPTION
17- of- 12
Beginning at the Northea,t corner of lot 729, Oak Fore,t Unit 7. a, recorded in Plat Book 39, Page, 16 & 17, Public EB
Record, of Seminole County. Florida; run thence South B4"49'1O'. Eart along an extension of the North line of ,aid Lot
729. a di,tance of 27.93 feet to the We,terly right-of-way line of Tu,cawilla Road; run thence along said right-of-way
line the following three cour,e,: North 14"06'24" Ea't a di,tance of 54.68 feet; thence South 87"04'55' Ea,t a di,tance of
29.56 feet; thence North 14'06'24" Eart a di,tance of 15.19 feet; thence North 87"04'55' We,t a dirtance of 29.74 feet to
the Southea,t corner of Avery Park a' recorded in Plat Book 60. Page, 33 through 37. Public Record, of Seminole
County. Florida; run thence North 87"04'55' We,t along the South boundary of ,aid Avery Park a di,tance of 27.94
feet; run thence South 14"06'24' We,t a di'tance of 68.75 feet to the Point of Beginning. NOR T H
AVERY P!\RK
PLAT BOOK 60. PAGES 33-37
Tract K
Southwest Comer of
Avery Pork
A Portion of lot 73. O.R. Mitchell's Survey of
the Levy Grant
N87"04'55"W
27.94'
--~
Set No;! &< msc (PLSI 1781)
in Concrete footer
S14'06'24"W
68.75'
\::- -
NorthL' f . --
-. ~...,,~,- 71
B~g~1~G Recovered 4x4CM
, ]?
../" l' ;
~ I
---- :
____ ~o
____ ' .S
h'_.oi'
OAK FOREST UNfT SEVEN _
PLAT BOOK 39. PAGE 16 . .,
~
0;
~
1~~
~
g
B
~
g
THIS SKETCH IS NOT A SURVEY
PREPARED FOR:
DRAWN BY:
RGR
CRS
02070.01
CHECKED BY:
JOB No.
SCALE: 1'= 60'
Recovered 4x4CU
LB/1221
N87"04'55"W
29.74'
N14'06'24"E
15.19'
S87"04'55"E
29.56'
N14"06'24"E
\- 54,68'
"-S84"49'10"E ~
27.93' 0
C<
l:J
-"Ii:
~:I
N~
.t::: I
~~
.~i
~Ii:
&
E-.
CERTIFICATION
I hereby certifY that the sketch and description
was made under my responsible charge and meets
the Minimum Technical Standards as set forth by
the Florid~ Board of Professional SUIYC)'Ors and
Mappers in Chapter 61 G 17 -6, Florida Administtatiye
Code, pursuant to Section 472.027, Florida Statutes.
@ill ASSOCIATES, INe.
Certificate of Authorization No. LB 3376
By
Bernard J. Martin
Florida Registered Land Sun'C)'Ot No. 3953
Date: June 22, 2004
Not valid without the signature and the original raised
seal of a F10tida Licensed Surveyor and Mapper.
I DJM IAr0]4~, oc:
_ * LANl PI..lNIlERS * S\IIYEYOIl$
506 Wymore Rood Winter Pork. flQ. 32789
TELEPHONE: (407)6045-5566. FAA: (4071629-5389
Boo-de.- bose filenome=SRYsoo
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