HomeMy WebLinkAbout1986-0237APPLICATION FOR MECHAf-JICAL
F6
AD D TA E -S s
CITY ST. E ZIP
PIHC".7:1 No. 73 -,D &,,/, PHaZ NO & -
j03 ADD Sl=
DF-SCRIPTIX OF J�r7a
PERM: 7 !SS ........................... ......
"D .........
SI P 1 E � 717 PMAWU T ................................. 3 ""'o
Qjantity APPL 'OUq'-3 DIK71r�SAIINFIS
CAPACITY TO AND DlaJJDD%K3 10 0 , 0 0 0 1 7. . ......... $ 6,00
INSSI ATEXATI(XI OR RELOCATICN OF EM -17, BOIL -E - R, CgHPRESSOR,
OR Ek CH �BSOIPPIPIUN SYSTUl
UP M AND jDiNr--,, 3 HDRSE-TafM OR ;,;�YrT
c)
EPE
jTM TO D INT=ENC-, j) 0, or
, 0 BTbJ/H ......... ..........
CATR 3 HORSET"C-INER AND DvK7M-Dr,\'K3 15 0--R EM
-T-1
A� 011J 1105y',00 TUT/ 7$El INCIZI--d-NS
C0% U,'ifl ...................
$ 11 00
C-,]1-1-1111 2-5 3f-- CDR MACH
i,00011000 ........
(10
C V 30 -n,G :JIDR EACH
750,000 1-2 t 7, i I$2250
�f-M 50
r -1-YKM OR FACH
-L,750,000 s *....$37R50
JIUM ,,�,'-,CTICIR
i
0
J
1
r
f
THE PLAN SHOPE, INC. DALLAS, TEXAS (214)341-5940
r
< r r
r�
DRAPE,,
- -... �.
LESS ss E Rv S � :, �' fi ,. A
a
I
an F
» ,
7�""^
1 _
! >
SLAB x � r TRAND"l ZI CONT.
SLA ns
< ' 5
3 i
t ;mss
,
7
@ V11SLABA
jTRAND
IN
r �£
66
�. >
fir. O' iSTRAND
3
I
j)
p _ I.. Y SUPPORT
v
" � a
€ R
ka
E L
LLNU
SLAB
��,., p .. t § R AND /� T AN,,D Uh,
- _
1 e p y.
�a
a
,
x
.Y
_
SLAB9 a a
STRAND
e
r E
t
LF
ti ..
we
e
g
�E€ W
{
-:.w':G=uLsis:'adis mia' u , ,..... -.'.:
24
.....,.__.....,, ._—.— _..._._�._....._....__�,..,._...__:.,.,.._.....__ :..:< .. i fi, e S i 8 f' ,T R 'e 0.. t_• Fg f 1 5 £ 6
ONE. "'IRAPED BEAM ST RAND ONLY
;
--
>..:'[ :.43::�.&"`"�`EA�"'+-'�"..>.'`..,..
i }
g
} t
-^•~- --`; . ,.
_ err _ 44,s
1
� I
,
a� g
N11
,
'RAND -
1 4 SLOPE
,b„ 8
11*4
ANCHOR'
NCH's STO BEE
# a
PLACED AS SliGWN
FORM ST A
s
tt
t
F
A
�r
5 Ma
k,
' k ,€
S o
1 J
^¢ it
NAIL
Iw
L
h
< W.
� a ,
MATERIALS Z
i
Designed beam, qizes, base spacing, strand quentifies and strand ac shown are
rra;:8 jn.f2requirements needed allow thisstructuralsystem t..adequately perform
in
1restressing steel sup li,d bSU .T OSTN .I N sh b 1/2" diameter 2 .k j, c',tn rf'tin �it es€ € �it listed tla lwryFer publication, The intent
sevan wire strand, grease with pltsrsheaffiing. �trard shall �� accordance €t#i,
is nol to eliminate soil movement', but to Bi ll excessive lfoundaticm f1 exure so, that
, . .M. A416 and stili lie nc r d �t , rps.
o d€ r€ movement will €a swasp
u' €Fr€ril ..
dLa r�
rill air or g hard are h ah meet test criteria t lish -€ TI Guidecif ealin
for Pmt Tensioning, Materials!'
� � F
, All concrete shall h a r€�inihiu compressive str ngth f W , ,I, t € days, Strands ds �� €
E
€
s€l'1 not be stressed to furl required forced until concretestrength is a minimum of 200m, 1 , M ancrirs anll be installed arnimrnUrn Of 4below required elevation of concrete at edgeE €
�7.'.c. 0i slab end a minimumSSE <' away lir rill corners,
:Anchors�€ Arrrs � € l3 ` to
prevent cement conventional rut€€€ ill intermediate € and � r€i , .y. A. .
61�paste from entering into wedge canal, -2nails re recommended). €xed� anchors
; 1
Y
t lou€d be attach -ed with 31/4` clearance from term board,
CONSTRUCTION
Plastic sheathing: u t be stripped a maximum f Inti€gid live, endanchor assembly.
I, Ali b9amo must dr into unoisturbed soil or properly mI Beam depths s tsn4s must be Lied at all intersections starting t fixed and anchors working toward live
k, w
_ , .. ,-, max, < , ,.. ,. � rn 3 � „ ,�< �
,. _ < _ I . , _ �r� t remove �-., ..r;,� eliminate , .� €� , . ,, r': during €rr, �b � •�.l�d
undisturbed soil requirements. a, � , pti �r af, E
„ ,.4 - > <»..jam§.. _
_ ._ .-, �, , ,. ,., rte. ,>� F
T ."..,„g . , t -,r
2. All fill rrrr�st �x :t t� ,�oE atr�s n , �� � art. .meg, � .t t, arid r�trarrrr bars s " he �� �� � � �: ,� t � � � � , �,..,
toFHA sheet 79G.
GENERAL
€
.. Partial r rrr of foundations is not pernnifted, If pier design isrequired" ed" it should be
_� tr.�r�t€�, t. € contractor �,r ���r.d tcoordinate � t �w�� ��rdot€t � with to tattention k SUN -CONST �„l prior t' ; � 12-
4, All fet grading shall: Bra using rr r�li�r�trrl, architectural l r �E r �., drops, �€n�r ��r -. , Wtractr shall �
i
{ w €
5. Site _ : _grading rrt � rrre tefound rr1l �,�.er�.rr�d �tll�r��rr�� >at,y all €r€tera arEl rdltr,s qtr ns„,tn r slab.
manner that surface or ground water r�€ rtlf�tr��r €atce � to the siet. CORtractor is required t contact SUNCOAST pN-64M,41 within, 48 hours of pour t
Contractor
n§rp A y 99b@e t advise W' 95.& if proper
foundation maintenance.
iytenannr.tns5rproper cw+"edaliof strewing 3e"aii "€o
�, : r ,tr
� l tur content should kit l t t € proper drainage a t,rorn l a is rrrrrd� �r� t tri r r rr d rrr r �rrrr r t�r� l� a well d t lff of ply.',
requrred,
i
:6. Trenohesfor deapplumbinglines should not, be loaaled dIrwdy under r ria. _ C
� � - NOT
n. ,�_
7. for more .. e` c �b ` e m'_��_I plastic,l l . rw n �
N
repairedto preventbonding, fconcretet tendon -1�� t read n is a aepi ti e All tri l' shown ort rho drawing are, to be suppliesc t ivel
�g
g�
.rat must Il consolidated � 1 rr to ��id�a� h�yt ��� rpt�� �e
pecit
stressing. c lions r of materials others will vole all re p nallailft --
of
Admixtures haul not tiro any chernicals in uant t that € ay have hr fu1 erect oril~ xll POSTENSiON
the prestressing steel or v rnent. Chlorides, ulphit ,9. and nitrates s �rld not e used:
10Stressing, be grouted within 7 days of the final, stressing cepration t:
pr at corrosion of :hie anchor and wedoe assembly. � � � E U� � . .
DESIGN -BEAM
__-.
t, pt tension t€ foundationfoundationfoundationstructure_ structure 17m � r� evaluated :rr �a���l�xt
at�ir�
ealreerirpracticeli���rwith tf�I t t r�r�r 1r�x� setforth
a
� the.
rr
E€
post Te n a ion ing I nst itunte lir their p o b Ii cation N s1gn acrd 0 ons-1rur of i o r@ of P ost T ems€onFd {
Slabs r€ Ground, Fly Edj 1980,
I
> s
2
RAT12�0 n;uEs,£^Ma 4:N NO ae3oam a CILZARPPeWT 91a € tZ: OVT
=may rta..
F5