0007-186 (SFD) Structural Calcsi
Structural C alculation
Date: -
J.F. Acosta, .AIA, Architect. California #..2405:5 Arizona #28023 Sheet t of $
Job' ptcK S ' 67T C_ 51 pErtctE , -NeN r24��
---------------------------------=-----1997.'U ii , Building Code---------=. ------------------------------
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I=foo.
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SEBA
1 t} -S F
i
JOHN F. AC S II
A.I.
NO. 2405
'REN. -30.0
Solt_ .f312G VAI L UE =. 1000 Ps F
TF.OF qL��
PN
�ElSMIG `ZONE Z = 0.[.d! . GpVL Tl c Sd
DI57,&Ha: To F,4uL'T Zo►�
Na = ►.o Ca = o', q4.N, -=..0,440
o°P 4; Nv _
=5..5 T= o dl2
4xjMUM; 1 niom'. ,
F°o°NS�
7�
2. S 440) 1 fz
5 •5
BASE. SNE.nR; •. °
R i
R,0.'_ -Box 6.1-67 ... Big Bear Lake, f AA952315:..(909)
585-6311
AI
c
.y,F �
ex Trc rz 10 (Z
2x q
INSu�.
5 TLr- o
MiC�G
I,I Psi
0.4 r;r
9.0
2.2
�sF x 8 � ` Ito PAF
I o'
11"= ►4►'��
S 46,:oa2 x FeQ Q aCOF
U - I PL" s Al 5 CP 24"0C = 4 &S t 51
- Z -
Q WoL,-- 1NTEf11a
2u4 el(o" I.IrSF
1/Z"O (%fwALL 2 s I1 A A-
NI Sc•
71 L, 12.0
M, -r- rLopF
6.5 �F
INSV�.
t -A
D t
So,
ex Trc rz 10 (Z
2x q
INSu�.
5 TLr- o
MiC�G
I,I Psi
0.4 r;r
9.0
2.2
�sF x 8 � ` Ito PAF
I o'
11"= ►4►'��
S 46,:oa2 x FeQ Q aCOF
U - I PL" s Al 5 CP 24"0C = 4 &S t 51
- Z -
Q WoL,-- 1NTEf11a
2u4 el(o" I.IrSF
1/Z"O (%fwALL 2 s I1 A A-
NI Sc•
lU�= ILk (I Co,7
I�a4(44)= 7.2-
@ �t�PN�• �� F3 ��
wr. (14)
IH (31) =
Ca.I
Low
I to q ()I() =
2.3
(14)
588'
8.2
w I co4( 3'+) =
S,G
7.1
ww= 3.0
p tAP►-I . '� r "
1•`E.
00 v
13 ' � � O , � � RPL) U ✓I Oldlvt
I•�
DIDP+1. 0— LINE CvUrnosco.l+1:7f0.(,o+p,3 AO,I =2,� : p.vva
(14) 11 (114 - 2.2 r ina� to
WW t I t04 (II ; 1.8
� = C� .o (= i
\/ � = 1, 2- @FRONT-To�t3,oGlt
Xb : (,too y•o�z _
i — - 0.3 ✓ CLINE;
`Iawex 0.'7/3,5 = 0.100
•
10
5 464e -/,AA'x SM3 2 G p 32;�w� � 12� 1c� N�. ZA I< e -T— 0p CDO PF�5go2
(�L I to
�= D ► — - Lpsrty'. L1040 ry UPC. 0(AP-W tM -W/cs /(a
��►NEc
1,7+ 0,(,o t 0.3 t o,'lto.1
k
s .
II1, i
OL,NE ff
3 S.s
@LI►�E 2
A SNE 3
ul3c 23 -i1 -G, Pr, 3) No ra,t o
� f -I PA ,ND 22
a P620
M0= 0.4(16)= 4.o
My2i (i4)
I
@LANE 4
F=
ID,15
II/2
soL)ewFr
e LwE (o co' pp,-) Iz` N,t, N
F= o.cat
Mcg
=� D
GL�.2 . DocYZ HD2• C � �I)
m= 3so(Iut) 10 s &0%44 v= �Z c3�o� : z•c,
FIM Tit MAwvA(. :
4 ?j'/2x 9'/?- PLL
wDu) I-ro2 (g-2�
�C =
4' W = (I q4- f c.� 4 5/� Co I S
= bl$ (4/ 13Soi# S= 1350.(�3�_ IFj
T - 821
V, µ/i. (c�11) — lj) A = 13So 71,3
GIs
4x 5
{ ^ • RutiT E'`'-rr (6-3)
Li 4,1
8W
3.M C'&JTPl DWes (g -,�)
Qxl2
BSM Sint Coil.
Co ` w (14 +1 L) 4/2 +-
('09 -1-
V T
-=� 4x12
�1' -,56 -P 2 C 511)t
�l(o+14/012 4.4/7. = s 10 1
"2/2- (510 = 3, I
P E2 T� I n�a OV Q L
4 '3'/i.), 9 VY P03
(�` S GIS to- g- @
.. �YvHJc WMO�x
1,3
4sc(2
wDU) PD(L co I:Lm4e�j C54)
�� Co Lu +r�)���Z
3 ori 1 % 5 = 3o37 (rt) 4
els =
V= �O/z (1015 = Zoo 7—o2t (1, S)= 111
191
4* 1n--
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