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- z
o
c
0
ft
2G1_o 2 .4" 8 -a _ _J
PLAN
Z # L'on }. - ! �'op � 1 6oT. , {" apar{' Sy m, orb ,
g =
k�ot'p�ost- tensioning anchors
�4- J4"
to C. 9. tendon ( 4- 5pace5 e 2' -G
PD5T -TENS IONING TENDON PROFILE
z
d
d 3' -0 @ridge cont, i.fYP�
d ►( 1 #S t b ea: ed e ea, oF9 fYp•
r to "e ridge 4 "Cfyo i' -2 ttypi _extend 2 mn. beyond op'y �#4xg-o 12 fop can
on wOf1
ci-
+ 6 (typ) I % _ I "5x4' -o diag. t4 b ea cor.(1rP�( _IZuCi
�s r .o. e.
I OA N! O )tnl 1
3'. Gl.
6 n3
I t Tdon spacng T�p i
#4 e t2" e.w. 6of.
i /} Con'{`. 1nor. a i .. 1 ,
ea. bond beam 2 Z drip �roove�fyp.
hatches ceni'ere�!
over p,.m 3s
� I
bond beam unit'
I # 5 hoe. - extend 2 0
a. o
ea. side of op'g,
i
6" K t2" i1KLA -ALL' file
Pressed S +aal Trame
d-j
� foryono7 floor
0
Heo.d
a
open end uni� - erou'
f i Il me-fo_l -ffr -c�me
yrafe 4'1oorin9
o�
mo.5onry o- nclnor- 3 ea. � --r,,6
A
#5 Vert.
d
steel �ra.me
See sheea 6
for Suction well
(+YP•)
jpres5ed
e
stru t��crl defo %/s
L t
IARc"I. ISl ur peg soil
or compacted 9ro,nular fill
doorr� w/ L12 "` X 18" louver @t'op
7�oryoncLl floor
I - �
# 5 vert•, - 3S reo'd
SeG pin" for locaflon
�l
I'5 dowel top4 6.+. yl
to II -7 C 'l * 4 a 12 "e.w.
P -t*J!f
en }ry pOal
C
gufEer-
�� -Cnir exhaust' center over doo
�� �� . �_IL0
3 3 3
� _ ,\, F j
O O L—
air intake
I V
ROOF PLAN
n. t. s.
- L 311 C 1. ;'
2 # 5 Ion 3. 6oT'. (i- y pi
Ti,.l grade, - Slope away -From 61,13 -clyp)
Pert pipe foo t inn drain,
all around connecT tc M" drain
2„
Typ -V-0J exhaust hast 1 Qtr R.
intake hood w/ bird Screen
T-
14" G.S. 601t 4 lnse,
3 re,9'd ea. s ide \
442" s9. inside \I
J -5
+ 4- n.
moforiZ.ed lou.fer �d L 2x2K I''I, k O -4 ig.
air into_ke- air flow / ea, corner w/ 2
toward 5 ;no +ot- / ¢" Golfs 4 flush shells
corn +rot C.P -r)+er {3a C-h (20-IV-)
GENERAL NOTES
All procedures, materials and worlkrnanship Shall
conform to +he. Uniform BuLild in j Code ; 19'13 Eclition.
[�10 clCt'iI1 and Campo -c. +ion
Bockfiil ma- +ei -;J shall be c- {r::e. J,o -ininc
mixture of sand and gravel or well cdrmde.d cllamn
crc, -shed rock, Matc.r;c I sha11 6e Gompor- i-e.el f-0
35 i. o+ r»o x imu m density.
Conc.rafe
Vt- roof slab _ di.000 psi
f'c 34er concrete= 3500 psi
Rein�orce.mc.r\+ ;
A,,STm A G 15 groede 40 1
Lap splicrg 3o bar cl;ameter5,
Pos}- -pensioning
Tendons s o.11 be "1 wire strands conform-
in3 }o A57M A416, greaseol a.nd Pla.sfic wra-P pet!
for u.nbonded consfrcdc +ion. Ihi{ ia.l Force a_fee
locko{ stia(I be 41 !tips per tendon. Tandons
shedi 6e S+ressed O f4er c ompresswe
sfrengidn re o-c.hes 35ca psi, Slab forms and
Shoring 5hu. -li eprrio.in in pkare wn +ii all tendons
horde been 5i'res`.�eci.
Reinforced Hollow (fin;+ Ma --,enry:
Mo..5onry unii-5 sko-it be- 4 "x M" A (-" "kla - All"
tile.. Lay in ru.nnin bond. Ose type -5 mor +at-
o_nd 2000 psi 9rot- Ex +ee;or joints- Wer -41,ea
Joints , In +el -ior ,oirrfs - Con Cave joins,
nom_
I ° over hang (fyp ) 9/g °bug as -Fir
11 �� Plyood
IJ ¢ 0.lu.m. fraad plai-e In tenor w A -8) -BJ
1.4
Hnrdwood
yw E�e_Sartil
u ml>
Anchor Towall
"¢ Golf 9 insert 9.115 ayyle
Shelf
�� Standard
�-
F. B. IZ.. 14" alum' all Oro to ! = 1,1„
rc7_FOCe of kall
4y SECTION ELEVATION
i 3 -3 Note: Use Phenol - Re5in or Rescorcinol -Resin Glue
\ I iur assembly.
l
n-4- 5. (abinet Hordwa,a
Shelf Standcrd5 f 7Bg Sianlev
Shelf SupportGlip<_ 4 799 "
Pulls QD2 U5 26 "
Cd415 *,4s "
Hinges ' 15%� U526
CABINET DETAIL
1�
• ,� "�t:
' *4 12 "0 -W.
- L r lsTR + iG °a REa,ORDS E
=F ;, 1
�.. ; l DATE...-7.1-1/
REVISION BY APFF . I
I
bond beam unit'
I # 5 hoe. - extend 2 0
a. o
ea. side of op'g,
i
Pressed S +aal Trame
a
0
Heo.d
a
open end uni� - erou'
f i Il me-fo_l -ffr -c�me
-a w
Q
mo.5onry o- nclnor- 3 ea. � --r,,6
A
#5 Vert.
k O
steel �ra.me
N
d
jpres5ed
31 -0 - -11- o x 1 34 �ollow rnet0.`
m00
doorr� w/ L12 "` X 18" louver @t'op
O
of Ckot- ima,Tion Room Coo, only
1
M
J.16
DOOR
DETAIL r 4-50