HomeMy WebLinkAboutBuilding Plansr-
I
Building
11
Ocean Drive I"-- 41Y
F RC : T
'NNS;
R!:,i',. R -
ZNG- I
'q D M I N I U IM I I TURTLE REEF
-Ic an Drive
�'M mida 14�
qor
Jensen beac-f"., 34957
20
REPAIRS 08' BUIL.D1 NG ffoCvr Cl(-- r N(:�RE
---------- -
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
e"Plowl"Aft 0OWNIAMMI
MUST BE KdPT ON JOB OR
NO INSPECTION WILL BE MADE
[^t�-Lu eC�ounty�Buildin�gPiir�mit#O�810-0�190�
.wm:.ae ^,^ lntu a :unm: : : .hy.Mdlg'.n:. ".w IDwn . :alicaflH .. -. . '2.fm •, xhuuu-... x : vn:: ,
... ............ ...._... _.. __- - e4Fa 1MA xr Off owtLegend
U �%'Al (oft) "#t"a +l TYPo A ad (arlp.) rxb,d •der.�a aP- 7ypx'A oal (aAa) w 112" of +F- Wool (oe1q.)P 4a'" �acA:. +r. 04 a a" fop -
ir
a-aIr
a - Nova" .... a.T Vwt € M4 ,T "
y — �n li l ien eatdln ell
TYW
-. e!
..1_ ......`i.. { rT)6 , . :. ?" - a9 & a" d am) , . � atxnwret) /8 aaa ti" $ �} i t -, al3 ON a a' 0a eh �aa) - :K,��h` � � 4, : ;; L EW - boa .. <i nuifi� � � P O — Zg
repair detail) [
Stu l in on —
tai%7x'Wx3H
++ � wows (ial repair �! II) [2�
... r3. 01lpr obu BaaaN •68rJV� a -____ e a l..•r,con.r. seJ fM•IICM•YI. ••'/} _
One netos aBs, tb'f9 t.. s .y_ W �, ..
.. _. ..... Qt)
01100W �Yil abYifOa�• war _
(wo Mare •h. a•7) { •h. a-7) �p qa
L w' , L W. �, W ( Plan O' Notes
-,
L L H Karam H Bowan 1) Numbered repair sitter refer to repair d ilBo Repair scope shall,
In -section (`�1 Column - section g column - Section Column orb t 1st Ir Slab-ammicwlby opal tat Fir Slab - era a rral€rlrrrearn, include all repair B Irariie hemts� as
.FL V '�hP-1' *jai �_•F- M no made
fp _ I papraubeam [m€raf $ i details are Individually. For repair
Bl er,. s- 'w Bar (at1B.) w,, - .. >...�,.'.. .,, ,; .. , ... 4 ,..,, .,� „ aPl%rt ally ar specifications edal Biro -7. For Architectural
roi t s
Typ•€e€ ( )wtAB'atWamo+ 7YP•"w ad (oft) »a T , :• 4 :. , E lava€4 {non r rsl afar deier[ainegonB N e Ir",
LIM
w.., .
a tAl,tap �., a-1nt cam sp r iro. delanifnations as hdicated may represent ,.ieriei
Q ) $" t eR tm ) L r , € e r , 4 . r4 a €� Ilurs (l of bond) car direr a ra l (Impending Speli�.
r s A IEW - batra Any Indl of unfo n Structural damage prior to deI i
.:. yp%aoc a•Lx4YJR 12H Ji ^•,. :ar` ::
aYlaa1tlV11�eNlV '
a-34 res a I. t { ( �face naRa•ta. 6°7) `'+.:. l / I , . ^ _ ',y :: ; s:�r`�,,d ti•,aE„A:i.�frl m Has €'.a"
) The a ot of re Ir as de li vs— Cusstructural
removal rheti brought to the iattention for
9.
1;,4si4e.•
4�4.xf' a
, W . 9a'
..•n.-5 ..•. 3. a•atah4-: n Ind _ �mart
kprior to it i ��1 Ilni of repair Sas no the
: L s me a- a� in id d" rert othat p id
opptmx.
dMoaaE � baaam two noAsaa N. B• __,....__.__i •' '.—.. a -rSa xraar '.
W� '9" H Phn
►'m - Ion lump -section Column -€ let Flr Slab- poop• oNnnp •p•u 1st Fir Stab - • �+' •pul Weti Spell e: ti'® ` rr1 ` the repair
3 Seem
7 11 15 1 23 lf, In Floe angl a opinion, additional � r i repair to
�&4'"++1'.`�•`"*" e�gtl%aRsaef9Nx�aa's.T no aow
required. in m akIng; repair, mendatl a Indicatedheroin,
VJGerfqy & Assoi as uniss no liability for the original
€a€ ( ,)w€ w- €S4itmem(oft.)w,2'•omm44- Typo,a4 bown (oft.)WIffai-q- �* structural components of to building.
Type ,®4 (.) yd €ate• ter- � wmifara.>w€ate 4r- � g,
ZO' 7 0" top ZO' a l"1 faaP a -a„ tiP 217 ! 011 tap.
_.. _
as fto
�v ,. d+, .. •. ..:.. ��y�y ....v ('am) �� 1W °[m^° ) 'atlY NY.! /tea i�
1 6) w: Z-rattafi] 9-W aaaRa ....'-BA ••N • W.i4� W®,V
,.. :, rt , ........... ........ . A • ,m, eas
L fa,tp<.«��L.Je.'+w� H�� �.Y•-�+'. H-IM
p
• •"' x x. W
,XI1M• . �° ( 24 , • aAav iBaxa^aepar 'Ln!'! _ 4YTdaaA auk" �
... (. i ( lz.•txa z4r, 9-71 Plra depI &Lx3W%37S
$tare ataawrej€a" H -- 9 �)ia° H H pa�aaaca• 71 04lim
x-41€ bat 0-911 bat a-4'9'B FaarP 0-MI hat W .,. �,: � LJaXxii
% x x R a �.•a x R� x x " ag'a , ;!x,.;::,.- ®aaxamn SaccoOrman
e taw,. B 7} aaroar axe 4 a (... aaetae M. ai owosffi ho• aaarw Yam B t) yv SWAM H as m c . 6.7 Bea c . x a
2 - section __. _ Seams _ section r m - on no
14 m - ion 18 _lumn - section 22 1 at Fir Slab - Bonopo 0 � 44! e, a12,
—_.— 1Pri1' tfri,'-"______..........., ��',,..,._._____ 9aoFlbn i4ID vmxei €x°
�-BlPpaoxrin��aa.•naal a.*x tterl�a#c.¢tau!
Type w am (Oft)%w Iry ftwA* Typv 194 biwim (ariw/ Ire Tililm oar («e•) w as ter- � = A v • ypi (oft.)w,W Stalrwell warll.sPall_� Staier�ell
Y. a - ,� a a MI ftp \'�.::: W '> t�4 Q V" so6 - a�ek ca 5 � ___._.._ `-' no amide 28 '"' oo•I• .
Ixl
L raaSP( - auaarmi;„v,.MB ffirffia` ) Q-aRb toldla L .=.z'° .. ., aw-batt i � t Pro Ir C.eilra A r>i
P
OAVA am, aaarelw •.=.,.rww r ; M..sn r`_ s' L €y'' Lo 12'
° S4 ` : _._(am . noms Bah. 6-7) Ew L. ....._.. ASx13Wz3H 7a' -:' I. N °w`� rppa mxtoWx3H -bet
..1.}.: s •i -xts. &8-B•} I. {r Kapp . dr•) r •ppv 4•six4Yx,•1twilivAdwilimrdw
aa•n•ex•R
+re t•van)1p ,. ta•r. aPb � f, C ah.8- W WamaeM eR ••aA
H
�^� l v L •-iM7 bat 03 son w( ) a v" W R'a'
z3�ie33t1
'South Ocean Drive
R R
4
s
,. 24 s •bN• a4tom; rat= 7) 24 ` ,aI•I � - ,a' , EE
1.2
aPPaoc >i x ' . . xx€wH (�); Vwxal.. x481i
15
13
14
I
4
sp_-�x WOW of aWmA
3r} YNSP}g 7�
xxxxt
t
,
20
SLC Permit 0810-0-1901
down
_ UP
E
&ai
t
t:
t i
I
C
M
`Y.
A
floorPlan - first
10800South OceanDrive
Legend
_-.._. __ _�.�... ..... .. ._ xN•gr iq,� ��... 04 1.°''4ii"•�'t*'nv
t.:�..
�ppronr a-[bi7x
„
x°
ea•E �" .4../%n yx
WPaI°x &ia6AaY `^-alf•81�"
-. Iks%�R4�
°A Od {�A'� ii vdIa.^rA-
`•,�`\e L
___.__._-
c�i ,R, if.2' lcao +/-
\i { � W
6'
.-..... .....
15
xxt
zr�
L
�Kth
sxrr e
x r°•t -'
nppac x41.Y1rW xrYY
L
a�
.
tY 'ws'
X .r ..
,
two neunlh. WA
: r.,- f'i'eiS&Rx%49Nxi9i
x•
— Concrete Spell / Impending spell
2
W - �. 0-65vaat <.. i. .....a
numbered repair detall
t )
i J
e'YY%6"Lx 1Y'H iRG 11M�*{ }
Y4SXOsoot7 ament
OU%M(sue . }z! m :... — g lsimin on
Oroe y S M w k (1e%CI eIh. Ia''n i® �) 1. ) :E & i r� lr d II) J
W $ or IIa•P �1}4 or 05 .>.n , oxdo C64orft ..,+�4 or P f
._.._ . < <
w
: e., {
t e>.v �'°--"�i'--•.r N' -4. "a . T-t 0-- r ° ��.- i'. M�4x. a'wxm�LY2t"H w�
$ n tto IAd. •. �' ''a. S® •+. 8x m • 9• m Bu yx%k i4 418GOP LYY Notes
shcwn
_ pN� f « A:4 .
M4 7r it 1�' r4O13• L 1) Numberedrepairs to re Irdetails. it shall,
H 8aw1On H H 11 Oalolxn d• L
as � minlraum® 1n�il��le all repair $ li'adl i'BI�r'1lirfl as
g - q I gu - n A n gutir+ess - Q li A � g - i 9 I Column - aectlor► recommended S! /.Cr4e.
32 35 �4, -1. __ 44 , _ 1, U ar4• -1. 45 tit, v� ae4--1° Y
x
Structural details are represeniied IndivIduall . For repair
oafrf4 + ..;.t:.•'• e.WP= IMM ne Imlw d=vim& N, hoft 7tl,nlnspeciftaftne & material shost S-7. For ' l 8.119'e.I
1r , ,..,•. , • } 1 TypB A {oefo.) mrt iP�° w® 16" I sa i3' L «�.. (non -spa raI) delaminallons , i I Stucco Repair",
r ly
it P#
_._...._.,. ...... ., spa r��.. Opp*LWLx1VWxrli
c"
�JN74
� 1x
xe H 1r Sh. 7. Stucco deleminations as Indicated represent malarial
�Iewrt • L4h``, � W, aaaw�r failure (lose or direct raI a(impending
L • " air ti4 L &xI Any Indication of unforeseen structural damagep prior to lemina lied
x1411Oi 1R7. x 1!W xrX
;u Yf•1 removal shall brought to the E lnee n attsn far
•':a - wi""may y (xxn llYxx nh.fF71 im 8•Wx6'I.%19•Fi
r ' e 18" @ Fd1�° I n,
0" room MIL }y)
W 4a)fiff ( S) 1 rm extent of ne Ir as detailed may vary. Cis ari I rlli
deficiency Inds Is on the E in is field as meat
w �. . ';r Iry ;^ 0' ("- 1e e-1a,rerc : � prior to r preparation. Final limits of repair shall n by #t e
®sv H a°" _ Engineer If d mnt from provided.
x4p, 1 z9k°Wxi1i 1r bwr maaa±u�a T— �'r �"i'rk��nl 7 ngln ., of .:
srl,ate BnOtlar. HR11ui#ax%alat rff �________. `ir` _� f Ir tam $ Lxalloll 12°
em now ma.}'ri —_-_- a»nMWS dL 8-7D }{J ----SmAM e• ) V.J.y & Assadateathe right to modify 1:itle repair
31Retaining Wall - sDall 35B - il 3�Retainl Wail - spell 43B - I 47Column - section Tlegeam - wail spall snape W, In the engi s qLAnion, additional atnickirsI repotr is
51
no calm. In me�ng re;�,Ir recommendations Indicatedheroin,
N .pxax i d awnuY,4 d f s� Ilatallitjr r the original
ar Imiw of MAnnn °
1r ■ 1r ry�I,n ow (Oda.)Wt I)r +r Arai > r5e of 1e ha�ilding,
i l ! I4erR 1" -#4092 04LM
AF4 1�"
MUTT
� 1x
xe H 1r Sh. 7. Stucco deleminations as Indicated represent malarial
�Iewrt • L4h``, � W, aaaw�r failure (lose or direct raI a(impending
L • " air ti4 L &xI Any Indication of unforeseen structural damagep prior to lemina lied
x1411Oi 1R7. x 1!W xrX
;u Yf•1 removal shall brought to the E lnee n attsn far
•':a - wi""may y (xxn llYxx nh.fF71 im 8•Wx6'I.%19•Fi
r ' e 18" @ Fd1�° I n,
0" room MIL }y)
W 4a)fiff ( S) 1 rm extent of ne Ir as detailed may vary. Cis ari I rlli
deficiency Inds Is on the E in is field as meat
w �. . ';r Iry ;^ 0' ("- 1e e-1a,rerc : � prior to r preparation. Final limits of repair shall n by #t e
®sv H a°" _ Engineer If d mnt from provided.
x4p, 1 z9k°Wxi1i 1r bwr maaa±u�a T— �'r �"i'rk��nl 7 ngln ., of .:
srl,ate BnOtlar. HR11ui#ax%alat rff �________. `ir` _� f Ir tam $ Lxalloll 12°
em now ma.}'ri —_-_- a»nMWS dL 8-7D }{J ----SmAM e• ) V.J.y & Assadateathe right to modify 1:itle repair
31Retaining Wall - sDall 35B - il 3�Retainl Wail - spell 43B - I 47Column - section Tlegeam - wail spall snape W, In the engi s qLAnion, additional atnickirsI repotr is
51
no calm. In me�ng re;�,Ir recommendations Indicatedheroin,
N .pxax i d awnuY,4 d f s� Ilatallitjr r the original
ar Imiw of MAnnn °
1r ■ 1r ry�I,n ow (Oda.)Wt I)r +r Arai > r5e of 1e ha�ilding,
i l ! I4erR 1" -#4092 04LM
AF4 1�"
MUTT
5
t
fir :4.k. 4r 0- { } -b'A
L 1 I.X1YWxrM L 1M.x 1rWXrH y-z st w' 4
er
WSJC.. y ..
(an WB.}� 4;�q.. h.` {� Al YL}7) fi' L
J n
W T
kAI)" opaawt. MNxe'Lx 17'FI
VM MAW
>..., {�12• w`v, L q,a,&a, a"Lxistwx rFl ' L OrLxlMxVM
hx- ',"'Z r� a'ri
j s IemEax ah. }� d1.
i:.. �.
gmd�_. H W ti + v LINO
d
L
xppmr. irLx 1rW x IM 1
` as" &b,x (05
-....- ....... ...... .a 4
W * g 0, �. ., a w ,. a'' •
aMoriltl6
W awn mom
04arM6 ,( OwnbowxxHr
haw Nxn craw s7}
lr, germ24`LxI XrH H 9"8" .. ,< 4 9r '-_ -pn IVIxiMxV14 rt�. +c t•i _
N1, rN
H L
WA&Aart SsNOee H. H Sao=.. WYax%aR L HJ GooKoh
PAM
45 g® R • Inin Wall - spell �. - [wirW �I 33 Ica - tWI l spell 42, RoWni Wall - all U Column - section 50
Slab - topeidw bsicany spd _ ,
ae4• W 4! aw -1, .-1. aµ•.1. no ®.
ay &kao a� MMft ofwi=n r'`x Iarsk d qw=ilnxx ce x�±.flesuk ... aaq%mc IaaaYn daaaad d 0&a1Wn '
jr
jr `^--.,._ 1."cb'" i "'e 04 1r 14' i 54 Wal er II I
no sm
S+YOPPM 4. x YTW X&H A L .18 xiTWXi1I
a11m!
0e ah. &r) aW "! tea. a."
h
"% h 11
YtL rY
q
^ '1
W �04 aria W _Q04or041 orft� ta.:.. 6 , W I pw nuW_Wr. r,a I
' me _.y 7':..xattw'kil
,yY n appc IrLxIlrWxri9
•"R'I-®a,0a� f"S.O+r-!- W a' 8, .a W *�Tm`._.°,.'i: ® ..� Pwn w. .,SiK 'c.�,wr:' " s. . nri .:."' • p °ndwd�
r" 'm ". mat m e. ' d. , .✓.° ' .`arc- W7)
.. '�r • ' - '�' � ----- L
+. 1;®`.f " • +i:+� arfe•
5 � :c :.•. *4 ir'" ..,..•.. t�t,x xTH 04 10•^ ire L �
-.. ..-. _. ... E r �_ — H -•� Hnollp� H 8bm v wmN anmvm H J ,_ _ H VS L, � '^T°`...1,
iNe° n1L}T) n
Pwh w Pw11 W
33 Buttress - s Il 37 e I I - all 41 B _III =ill 1 �,� - [wlnowalll spell 49 Sllab- W tlde
e• e-
i^..a ..:.ti .Psi&'.:, •.. '' i •: i`.. F^T"t ,, ....
GOOMM
Wei - garage Ilr II WalkWa -age affllg gaasli
nosoes
55
12 LlnP-_ x�- Joint r r repairs
.. .__ repaIr r a . as
ap f { 7) scale as noted
44 43 2 41 34s 33 32 30
- 4Q2 40 39 r � 31
15 UnYL orEcp .tint -
required
( spedftatione de. E-7)
Walkway
Balcony
! LInYt of CormwIr..IbMt
repair ruirI
(am typ d&W xh. a-n
Unit# 110
Walkway
rail _
to i
(see typ doWl sh. 7)
UP
SLC7 A 0810-01 0
......... �..
Legend
eFwa_nk�
Concrete Spell Impending Spell r 1561 — 1 Z
L `s 3.
(see numbered repair detail) +
—Stucco Delamination r 5 3
L
(seet
ypicallrepair detail) s.
7.
Mloro Craddrig[Fill
t�1 ( typical r detail) — El10,
».
i 12.
j
Notes
1) Numbered repair arms refer to repair detalls, Repair amps shall,
'1as a minimum, include sH repair altos Indlosted herrsin as
....... _..... _... _ .. .. ) structural detaffis are represented Indlsrldually. For repair
sperAcatione & material Asa shest -7per Architectural
(non-structural) stuow daaarnin �Typlosl Stucco RApalr,
fa. -7. Sbicoo delarninatione as Indicated may represent material
Itallure (loss ofbond) or direck structural cause (impending spell).
Any Indication of unfloreseen structural damage prior to delarninated
skicoo rei sisals be brought to the Enginsees attention for FRTI;CATE OF AMORIZATIO
931$
udon. Fbr rni repair . 7. p ''
( g) The extent of repair as detailed may very. Quantity shuolumi
divildency Indicated Is based on the Engineer's field assessment
prior to repair preparation. Final limits of repair shall be noted by the
N Entilnew N dlifeden4 isom Owd pi
^) VJamps Ierley Associates reserves the the engln s'e wpNrdlon additional structural to rn a repair
IrTin
65 _required. In malting the repair raidations Indicated Vieraln,
V.J y & Assodaiassumes no liability for the original
structural components of the building.
�I of
........... .._. W
E
i 'ram A' as (aft) 'did" +I- A as x
'Mrr' (aft.) rarl '7d aa- .- )•16gete "b6.' d Cab•} vd 1 i1" ^�P- W 12p 'rrps'w 4a°.y anB 1d2" �F- ~ r,
4 adss° tnp
L L L O .. L #4 12
W - ,,:. sl W W ur W � Fa
{
app p &mfBB COY auaxta�.e
,a .
■pdxac fx ..x 914d 17rxWS°R.a 6i drW x64x90'H
f9 M
1L a ■pdti■x.t xtrix�■11
d
1C';
78` < .1$-+"° Sim M. S�
k {
j
i
j
'151
riK^��it
h e:R
x?FI
■p�me. M GuivA
OWL
W m
8.- t�wA _ v eE :; ' 4 6-00s"r■vt sa iA@' ®« vxat +
......... is ° ( }m5 $ta■ y o. * s - ■:� k"
Column - n Column - section _--.--- Column _ n 59no Exterior aiiIBWe �2g_ 6U iumn ®seen 61 lei - _ i` I H
x#e
on
Balcony Balcony
r
secondDetails - repairs
as not]
Unit 7
y
g0
Unit
. Mew
(0" typ detw sh. 8-7) I
�' 581
lJ
Ndel n
5
Unit # 209� Unit
H
O a
�
r
11 1 4 1 T I
-72,
Legend
...... .. . .
down
Concrete Spall ImpendIng Spell
"OIL- *4 0 12- 72
EW - top L -WP
bfA (see numbered repair detail)
UP ON owle in haw vad) (05 *ab In hW vMI)
-L Stucco Delamnstlo
L in
7)
(see typical repair detail)
w
Pr"Wow
a® ode# Micro Cracking
vrr Wwr
11E — Ell
17 Plan W
(we typical repair detali)
Or
_�-77i
SODOM \-H sowas
�Wal �-UWrK4WWrv1kft11* �Sdqe Im"al wal"Y_M MftMk* ve�
Walkwa�L- ftPamenteewspall
75 79 "al"I 83 Notes
no scale 1=01
1) Numbered repair afts reftr to repair details, Repair scc�pe shail,
fm a minimum, Include all repair afte l"cated herein as
moommanded by V..I.Gerfty & Assodefts.
............. #4012 #4 a 12- #4010
n-v - ftp EW - top aw-ko 2) 51ructural details are represented Indh4dually, — ----- ------ - --------------- ... . ........... - .... .. . . - . . ......... For repair
haff Wa) heNVAM nlimWwalo
/741 spedifloatione & material see sheet S-7. For Archilactural
appmWLx4MxVIII EFFMOLKIVWX -H -stnictural) s0mooa deaminallons see �Wcal Stucco Repair,
',DP'UW't (non
an i�'NN
L&nt
Sh. 6-7- Stucco delammations, as Indicated may represent material
L
failure (loss of bond) or direct structural cause Ompanding spall).
Any indication of unforeseen structural damage prior to delaminated
pion W Im n w Plan WAIN stucco lemovel shall be brought to the Enginsergs attention for
resolution. For micro -muck repair sea sh. 8-7
3) The eMont of repair as detailed may very. Quantlity & stlixgulal
\-H SODOM \-H \-H deflolancy Indicated Is based on the Magi neseafield assessment
-Y -7A -70 WaWym—y--- w4ke"y-l- prior to repair preparation. Final Ilmilsof repalr shall be no by the
7�np Engineer If d1flanent *om that provide&
-�no om
b'd or act fA In*ft at aldxg
/-Or"'M 4) V.J.Goday & AsmWeive reserves the right to modffy the repair
Ty" w ow L (Oft.) W1 Im w- 04 MP Ift 4 amps ff, In the onginem's opinion, addlUonal structural repair Is
a er # a r We
04017 0561-
required. In mal the repair recommendationdicated s Inherein,
2
w Ew-bw �WP - V.J.Goday Assodlatas assumes no liability for the original
-t F EW bot
&
WM=WWxMxIrH
a low am
nv&fo On. 0-7)
...... . .........
law
--- ---- — MAE
fMz4VWXVM
C.
L
I m=%ml12-LxiZWx341
I whirponctakm I
W
W Pan W-W
Plan
socam SODOM H SODOM
ff4%
73 C34m"u.mn -aop- 77SnolSlab o�bal "aI �81
Walmo—"'
Stair Pan - underaldeipsl
no aceft no awls
4� Wnftafanwid of =Aout Wn�WaMAWUL
vlppll�
T"M W Od (erla.)'Ay 1W Gomm 41.
L 04 a 6, WP
#4 a 12- IV 04 0 Ir
05 a Ir EW - bat EW - bat
W -WP EW EN EW - IN*
dWAO In helf WAMI) &ft in hw *Da)
appm WWxWL Ir"
jf*PM@%xIrWxWW q
evacmam I i 1, ".4 V*ft*&AftA
"4 ]4�'
Name* 4ft 8-7) L
IN
... .. -EE: T 1= lrwxrm QPpmIMzIrWx3'" ISO
L
4q>t. 10-LxSMxX'H
- OWN"
as noted
jr� t 871 86
Rg L 26'-W 2W-W 1 L W-60
. . .. .. ... 8 ULM of Corw&j JoWl
repair m*&vd I
(ese tYP ftiall sh. S-In
el
- - - - - - -- ---- -----
.... . ......
Hnif 9 30-9 HnHt ze AnA Unit A 307 Hnit 308 Unit # 309 Unit# 310
115 ULM of tea
,
Jddre r
(we spealt Wodliloall" all- G-7)
FILE COPY
3 HandraN Post peclasial
to to repwred
(see We detall ah. 8-7)
18
L
Plan - third floor re -pairs
------------ -
10800 South an Drive 1/8
CL
Walkway walkway Walkway UP
----------
. . ........... ; .........
do"
4 Handmil Post Pod=W 1 791 80J 181 i 3 Hwwrvjl Pod padmfhI
to bo mWred to be ralmired
(tes iyp detail sh. S-n (we Wp detail sh. S-Tj
SLC Permit # 0810-0190
down
:up
, 8n
3
j
i
E
... ._.:. ___..................__.. _ _ __...-__ _..._..._.._.. ........................ ._..:__. .__—..._. . _... ....
s
1
:
i
i
I
i
i
......
.. .. _. __ _____........_.....___,..., _ _, ..w..- ..
__ _. __�
....:.. . ........... .......... ........; r�.�atenE Eat _. of
Wi1Y Fla U
1
I
.f EW'top eA`--wp ill-yM m69 -" Li ItiM
........0B dwm in hWIwN) 4 In d1 ' wmO ON dwlt in heff WWO 4 '^T'^&n IMIN.uYrt�
12 .ryn�[¢ay ffim
{, -":' +r _S:+n: 6 a: qy,.,, x ts.r'�' L an'S•"'+ry ,' .g. Lr -�.wy.+BW�IM At `-
..bakmw..tar: s �qht ;-®95.t
61i
--
8 Plso W PMn W PNn Wes. _ PI n VV `V _ ..
qr
S
Sadibn\.�{ B�oYon. ____--_--\-H 8no1Wn
*88 Walk Walkwa - Wa6 - 0 Waikw-y - �nd.r w. Odarlor Wall - a ll
89 90—,,...- -- 1 _ - 92
nos
" �„� -nowno.aw
notedDetails - fourth floor repairs
as
Li U
Baloorly! L36
walkway
Balcony
Men
Balcony
�
w
a
j
Ci
-j
k!
f
50
C
0
CO
0
J
E
W
W
{
t
f
3
i
i
i
I
i
.. RN. ....... If16flW
..
..... ... .. ..........
R 1.fiA0n ..............
.. .....__.........
................
_.
FRR.WZWF6IR. .v....
Legend
— cone spell i impending Spell 1 3 — 1081
2.
3
num r re it il) J
4.
-- Stucw Dolamination
NONE THIS
]
5'
typical repair �ietall)
LEVEL
5.
7.8.
— I
9.
typical repair detail)
0
}�
"
( J Wd la.
L
TVID& ( )Wi irr
Notes
12
.y°A
iz
!z
r
EW - fte
dwb in(
ffW-WPw
9nirew.e)
aw® but
-a-05 van
1)Num it Wine r r to repairdetails, Repair scope shall,
gPm 4.x Xan
a€�..l
as a 9i&Iru7a include all repair sites herein as
apP%.WLR24.WXXa
h
Aay.d
,
a
ti
`r--
"
<�:o
recommended by V.J. Garle A .
••rxXnXysx
........
wv? �@.-v�4.lO
eF
,:
OneLL
bowQ
y'J
4.
."1O
.M1
8'
h%lO nN67D
+r;i
if+.'
:.5K
l�1Xl%Y
)8truI are t.IBuaIa� Forrepair
^1•.
df-.•.
':••.S�,�nv.:•..
babanyoftea6
`„>.'a,a1-4t,iepp
bl"Ounyed"
(1lab)
f
%Do"
.i1dIc
_lle .
t - •der Architectural
Specific"
PionW
PbnW
AW
o l) utalaaina irI rX
^r1y{?�^dt••,�ar5'1
-..
.
1�. ®-
+ .,L
r
Sh.-T. StuccodelaminstionsIndicated represent material
—:_ix.
-
�t.1^
ar
rW•
.rr
.
r4'6• ..r
,. :a
ar.
I ra ardg or dirtmzla(impending o iiB.
N
L
Any Indication un1broseen structural damage prior to delaminaled
elesenanown Stucco removal shall be brought to thengin Bea attention 1br ERTIFICATE OF AUTHORIZATION
Wal9Jr9 al .. i Column_® on 10uleii Column - section #9318101 4 resolution, For m1 ck repair an. 8 7.
n no
waIv
anals Macao
ea cx. t rmfbmaamu �- Imm ®a OHIMA 3) The extent of it as damllad may very. Quantity & structural
Typo w Cal$fie) W i +a w - iz a deficiency IndicatedIs on the in es field assessment
z iz iz a.ryt per to relr preparation. Meal limits repair shall to not bythe
1z L iz Engineer If d rant m provid ,
7aW® _ `anz
ewt ( Infer ) p'� �1p
r , aR () X w nartf a1Y c eeX 3 a, t . W No 4) rfsyr .�A 19 right t ! modify a it
t w t % r 'u$xn �" as t If, In engineers r s opinion, a50iill I uebiral repair la
A :. ,^tl•.. .,�?r, �..enrw.n. aaD :s'.`: ti'.�. ar.. amrwu�.':,wk¢a sie, �.gP . 'c�.s `i" L I
r�
..*�?v.kY't ,..,t to as C'�, a'''N—.____.......�.__ p., :•,;ii.^CFc�. , rs. _. ul in ralalirig r r0uefTlreaarl�iai3os Ir1stltast ITa - ._-
"r� ..... L : y L V J.Ga y assumes IlabilitgB r the original
ifb :>`P.�' s w.,t'.• .141X14MDXE1i A§A�° a.c�s°
emu
illb) i/ r �' i :`:. e, :`:a`?r�• : ", .+n'-- --°w. ., ;anr °M�rY alas p ra'
(al.ner..nan «. 44
d%5-1 I naesta ft the building. rp
Pfan W Pfa W W
appac. 811ABxMx24*H plan ... .' P4
�. ,«,. eflowilne �_':^_�'_^' "-�' Tom•-i---' ®, . _ `.:; a
..
Column - utlon Waikwa - a i - , 1 Wal y - uners'(�e a it 108 r Wall - apii
WB4 1 97 noaoala 10p - — a� eo a
ROAD 0 W~
�ppfmcYla!%� ®xlbaBOPTION a4 U~ roppma9mraX ua
712- 04 V 4 17 it w rm iz *. a
EVY -oxi
- hV EW _ x,P EW - top ew-top w
( dwM in twEv ) (as dmAl 6afWfvaadq ( daAa to hrM wrNp r90 in FWI'wa� ''
'riis� 7ct•;Y?.��:'4. NFf� xlYYdYRf .riCr` 41x4•W YX9! ei r3•xF,'f° YWIaL!°a.%�fYYYSN . �. iaY ,«<<, >.Mrv!f. 9$9_x Td•W xaRf 3 lPP Qx f�
.;;1x si. tw'r.�'' yA':- • v .�. "%� t i :+•A:*x • a f 4 alamk ..;'r"�,., <C: ` tt
�.'4''t 4f�<'i, .. v .!: * b. t. M+. , a�aalxR Sm4.s::
L r 4., h• .a n a .n.l i . ; . r N a� a. a r. c,,, :. ; e p..l a ai� r.: .; r ; a (w m M. a7)
i3 ('�'(� z.1cA i•.t k r��tr#S C'Z;>;a ryF.r `"�4< S r t Nntrr,'�.re :�! -;«a tt^�tk'sti b :'t''�s'a. 19
trn .4rt8'y;,. �'.-7"• ^..e. L , ...ei;. Lxyw . r .;:!;.. L �,'s^. ,..�%qi. L 18' ��ry E.
ifl'LxlWVx7li
(
a t < i.. ,r�, . >... r . s,. K 4 f? r ,_,a�_' - H,"t• _� '
( �
WW W RanW4• Pion W $ a)Pim iJ
H
Plan
mecoon
i
r ,; s F,
Badi0lin.i R . •ab011 eadon ...ia; \-H aad011 W
t1T Fir Slab - u ___.h (ri Walkway - (®i Walkway - u dani is a 1 Walkway - undamitle edYaaPaA � Waikway - u a Colursan - section
scabaaa aao aaaM as rfo awWa 1 no soaN l ffo awN 14"vi°
nspairmq
i
2g•-6x I
261-8a
Balcony
Balcony i
0 LIn.PL'of Coewtr. Joint
a deftil aha 8-7)
(we typ deftill an. 8-7)
iJ
Unit
II Oh. 7)
Unit
;10
FILE COPY
Walkway up -
down
11 j L- 12I
SLC Permit # 0810-010
I
Project Specifications Ploject Specifications t'
) Reference Documents:
Q) Concrete Repair.
r �I
yiilIiIIIIII!,_
pattern shall be as dose to drawings Hold MarKUPS 88
deep & perpendicular to the repair surface. Excessive ,, avoided.
Nkomo vgfmm s b.
n t,�yr
^YI
s`
�y�y
T.�`.f.3AYF iYeFiYk I�gRkf
A =O
dui dahmIned In tad
&dam& & uwaaftft
i'� S mqdxod *J
'±i5"i@i iIg$55. � iu'iaPJ}E ffi1:. - �4°F�.19 Y
tf
i
I
IMF
: ,u. -_
Handrail Pocket. Repair
Sto Products (Sto Corp., Atlanta, Ga)
1. CR631 Stopoxy
a BASF Products (BASF Constr Chemicals- Building Systems, Shakopee, Mn")
1. NC Adhesive Gel
a Sike Products (Slka Corp., Constr Prod Div., Lyndhurst, N.J.)
1. SlkaDur Hi -Mod Gel
Waterproofing
* Ste Products Sto Corp., Attantpt e)
1. CR241 - Watertight Coat C�
* BASF Products (BASF C nstr rherni is- Building Systems, Shakopee, 10m) cot"
1. Flute waterproofing compound
Expansion Joint Material
• BASF Products (BASF Constr Chemicals- Building Systems, Shakopee, Mn.)
1, NP-1 lastic Ela Brie PcVu thane lant
1 ) Repair inspection re (with photographs Wor field sketches) shall be submitted by the Engineer to the Building Official based on individual repair identification. Army
discrepancies small be discussed with the Contractor. Subsequent re-Inspectlon, If necessary, skull be performed. Resolution Wiall be noted In the Inspection n porL
Inspection Procedure shoals be asWoww
0 Verify limits of
cut-out
0 Verify conditionof - ,o . cleaninge preparation
0 Verify lose of section for reinforving (note replacement as applicable)
Forrn removal with fin acceptance
RY+.s.���.�...'. A3,Y440.x
& d 9Ya - k ft - ; tom" ftw PeW4
da u eftna dun W In, rr Do Wft Vwft 8i-bI
a A s'1 a 1. fiSe^ iY sb
41
ca• I' s a.. d
r • , A r
i s
undhowbW
r3r IiExposure�
UlWmm:Nd dM�Am
1 MM1 �a'bWkr09F 6E1r11 1 r1
11)1Y 800 ID Moll
d In Aha IMbyta nM mWbwaf Oft dM
MIT8 W,4
"Ca&W;-,-Wup Mahm PW ff&M9W0bffW by ER14M IM, SO^ Ohio,
F-ra�rss°^Ia
Q@WLnM
't al_Re Ir 7 si r
monk
P"
r
d
. w
d �T t3 ✓+
i
r
>f!PAPMrib
lbb w},u I# go
g adoo
ah .
PW Pam Rwak in undww4wd 4
NMI"P,MA 6;.p..:
l / _W `K*% ,sue (iAsa &)
Swoon
MaLICaLRepair - Handrail Poet Pocket
5:1. Lucle "ounty Building Pen it 081 "1 g