1992, 11-24 Permit App: 92009794 CarportsTIM COVERT, P.E.
STRUCTURAL ENGINEER
312 N.W. 10TH AVENUE
SUITE 200
PDRTLANO. OREGON 97209
15031228-0426
FAX TRANSMITTAL
REGISTERED ENGINEER
OREGDN
WASHINGTON
ALASKA
TO: 41,P11 -JE #06 P)e00(JC--r-!rDate: C IV ED
Attn: JwF-y tg�J15 Job No. 22e-4-. Pi E C by�
L
46-7 --1-)S I) U,; i N U & SAFETY
Enclosed: ( 2) Pages
( —) Sets
Project: PAT109A(- CAWoa--rr,,
Tim
JwAlf -
1- AdA er,5-e- " 6p- 5„
2- RIR- f A� '% C P - I "
INSPECTIONS
CALL E.5-36375
EACH STAGE OF CO'?=.,UCTION MUST
HAVE, INSPEr, TJ 7-D FOR:
to --z-
2.
(-?'o p r e v('.* " s " (r- r) -
A IOf I -K C C)
—F C --
S. THIS PLAN IS APPRU-11ED AS NOTED VVITH, ANY AD -Di-
a. ro,", 7'd above groundTIONAL CHANGESIREH �"IREAJIZU'74-b` SIHOWN IN RED
(IT"
b. THE LOUT 10104-1::REL OF THIS SI"RtJC-
TURE W.MT C-, ,,0 CGUtM CODES
A. GAS WHETHER OR F-U%N. ms-?E-c-
re-;"Xj - s -ARE i-4�&
a. rOW3,11-in. arkd pressure test, TIONZ"')* !;J
b- fi.,wli inspection
('0"ALI-ED FOR f;Y THE
B. ALL 0T!i!,,Rs (Oil., Coal, ENIC QUMED, t-i*
a. ro,,i��h--in Etc.; OWWR OR -CALL -4-56-3b75
b. final inspection ONTE DAY M
i. Final Inspecti6n (OverallJJ CONTACTTHE STATE: OF LABOR AND 4NN-
PRIOR TO OCCUPANCY
C USTRI SFOR'A1L-*-EL-ECTRIGA4-
i
CO
m
THES
BY A1
G44ec�-- Unf$AAcLAkiCLoArOi"S .
f.f
DIA. G04 C, F-0-7f,.J 4 S
r 'j pt CO'CL .
` fto- 6"vA%,J .
TL..
-GP--8
lt Ir- *
1eA
�M� x 5Z 14 < 5? I4. ki 1y
6 ,
VSJ&Al.A-1CM: UPLIFT
VPi,1'V-T VES1.,MA4 GE = 3?1 i CVeq 5 ) 7 ? 57 q-
%UbTF GP - 7 w FV (Z CA iee4 (. CALc s
(N0 C"J`J4E IN FOVdO4-no�S�.
,`J-jq
.�� r: REVIEWED
A4,0--'-—��'`1---
6o,�-RPo{zT Pa6VIStoA-!
WbTE• GouPEc.-T WES of
se -4m Ta FA-tXc OF
Put,l—t4E�6cfT TuIIE GowMtl
u (TH 5) 1/¢-'t 4 S'cuze w S
b2 C3oi.TS ... TYPE GAL
M G 13x3'I4xM
GoNT�►attio�S
S'rCE_ 6M.
"Ty iO.
6A
MAX.
G! 3 X VI4-x t 2
LL = '3'0 i5 F
PI, = I PsF
T54x4xk4-GA.
eFy = 4-6, r��)
`t'yPt�L.
tl�a
bclb
(Tr f ( CAL)
Oq�
t
or
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0
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C 1000
El
ALPIMIE [19MIM PRODUCTS
(509) 467-C'J
FAX 467-1751
A 4k
14
VAg1ES •
AtiC 3 R,Ia 26 6a,
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1(3
0
(3G-14Ga,--J
0
7 MN),
OI[T=C(N MO .PIM AGEPROOF. M•ST •'OI.M
._ I I'DIA,
14,5'
20
" I O x 4 n 1, TE S
(Lk 5 /�L . - 8 F R P6,),!E.L
12
3
X - 5M5
4' rt;,l
NATIONAL CARPORTS, INC.
BCALE.
MI5
DATE. 9-3-8C,
APPROVED BY
DRAWN BY
GD
DOUF3L. PosT - EkJD g..
30 PSF LIVE LOAO
DRAWING NUMBER
----
iQ Oi
simmuninnummassams
TEK e• 1' cEN7rRs....
COLO N TO fE/W
x 1 HNN . T.E‹
6 F 2 COLOMNJ
Deti7Ct14 MO IVO., AGEPROOF „
/OrM
TQM COVERT, P.E.
STRUCTURAL ENGINEER
312 N. W. 10TH AVENUE
SUITE 200 REGISTERED ENGINEER
PORTLAND,OREGON97209 OREGON
(503) 228-0426 WASHINGTON
ALASKA
FAX TRANSMITTAL
rasa=saarassa-ss--seasoss---sassrr:srs---r--arrsr-aesssasssssatatss
i
To: /t%q -f-lron a;� Cilgol fl Date:
Attn:
Job No.
o
---------------------- 4- =-g 17 Z ^_ a' 8 --------------------
Enclosed:
----------
Enclosed : Pages
Project: 20 �C G�'1ZPoR.'�- S (3O # L(.,
raaaaacaaammaatrarra r----------------m-rmsr�ssas-s:a-ssssrrrrra-:a:s
Tim
m
M
NATIONAL CARPORTS, INC.
20' x 18' (27',36',45, etc.)
I
7' clear below
Loads: Snow Load = 30 psf
Wind 60 mph Exposure B
Max. Soil Bearing Prc33urc'2000 p3f Basic
i.
COV
� '• (19381 � �'
CKtRCiC7lC
1996
TIM COVERT, P.E.
STRUCTURAL ENGINEER
312 N. W. 10TH AVENUE REGISTERED ENGINEEH
sUITe ZOO omroo V
PORTLAND, OREGON 97209 WASHINGTON
(503) 228.0426 ALASKA
_Q
N
0
N
-- -NRTtor JAL CAg-PoR-TS
CAR Po R -r s
3L�
LL = 30 Psi
IPL- = i PSF
k
v
E L EV ATt o.J
cl
CE& n 4961'W f.
M 381 y
i; ft L76g3 C' o� ; ,oto
Poor D8
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r
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u 1
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w L:,
+ w2- (�.2
ly
I L L
w L�-
8
n+
M-
A(-) 7gAJSIo../ P- 7T�P / GflM P. @ ea?.
/.(:c.C-2
�4-7
A(-) 7gAJSIo../ P- 7T�P / GflM P. @ ea?.
M (t') = 46 `l #' AtA x .� r"� = 4-7 K -s i <—
(2
—(� �.)
Gove
rA
~e c -;
I x
9
IST--------------------------------------------
\�R
I.
ST2ESS�S :
c1-4�� ,
2G Ui4.
CS7�L
c �
ToP
38 IGsL �C
Bch
13.4 Ks� CTS
f
M - =
+-75 # /
Tc"P =
l
I.
i
t
•'•
BALAaCED
04,
C-YA .
M (t') = 46 `l #' AtA x .� r"� = 4-7 K -s i <—
(2
—(� �.)
Gove
rA
~e c -;
I x
9
IST--------------------------------------------
\�R
RATIONAL_ CSAPOTS, 1NC.
.P.O. BOX 2305 SHERMAN , TEXAS 75090
(2I4)8924787
31 -
COVERAGE
24
/ 60\7-
R.
NOTES:
1. Allowable loads .are based on panel covering 3 equal ccntinous spans: Multiply values shown
by .8 for 2 span condition.
2. eight of; panels .must be.subtracted from values shown to obtain "net allowable load."
- GAUGE .
X=SECTIONAL
WEIGHT
-
WEIGHT • •
°ix -1 N 4 • •
- .SX 11\0
AREA -IN.. SQ.
LBS.. PER FOOT
• •
- LBS. PER -SQ., FT, :•...
PER. :FT.- WIDTH •
-
PER FT, WIDTH
28
Q..54 •:
•, 1.83
0.73
0.17 ..
0.09
-- -26
0.68
2.32 ••
. 0.92
0.20.
•
0.12•
ALLOWA3 LL
UNIFORM
LOADING IN LBS:
DE
GAUGE
.-.WIND LOAD.
-LIVE LOAD -STRESS
� SQUA.R-
LIVE LOA
FT
D -D= 7 -LECTION
9' 10"l I1
12
7
8
9
0' II� 12
7
9
10
11"
12'
28
97 •
.73
58
46
• 38
-31
73
55
•44•:
35
29
. 41
29 1 21
15
12
26
129
98
77
62
51
43
97
74
58
47
39
33
73
48
34
25
• 18
14
2.4
160 .123
97
78
65
54
121
92
73
59
49
43.
91
60 t 42
31
23
18
i i •
TC_..
>I n% L STEL
C
5580 55
!6 c�
45 0w .,
s) i4
( Z J,2
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1
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r 12.5E Ci2�
-7,-77-
t: ,
7•'72
t:, — IR•SKsi
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G6d z-y�
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Sx c -7.-7 2 K�
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i
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ptI
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22
'S/ON4, %M- i C
t
FMAX = < sX��C3Z� / 2 97 C. a #
2 L- — (z)C ?.$) = !S
-MY
TS' + x 4 x
14-
&-A . (-t _ . 074'7 „ )
Iz
�X
- 2.S�I
rX
I
- (•5`1 ice•
k -L (2.t(,tTp) i
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I
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U S G TS x 4- x /4- CGAG6 (F,,
ASTM Asao Csmde- B, ts7EE��
r
411
ONA1
r
i
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M �
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A re iti44-'1") I
MSX.
Z04- #
I
-TS ¢x4x.0-79" (5 -fee I)._
- 1/2 OX 12" Acs^ "�}R)h0 57EE,L _
ROD 7i 244 *� Go �. .
300 fCF 2)/(SD\ Sand, si/f`i tand'r
l > cl a sti ►, d
18, PIA.
P=s74.o#
A is = /,777 03
-32sq #/ift
COs)( ao) -+-
boss. prcrture a03-2 f
DESIGN EMPLOYING UBC CHAPTER 29 LATERAL BEARING G14ssi
FORCE = 204 LBS.
HEIGHT = 8 FT. ABOVE GRADE.
MAX SOIL BEARING PRESSURE = 300 PSF/FT.
FOOTING DIAMETER = 1.5 FT.
POLE/FOOTING IS NON—CONSTRAINED AT GRADE
MINIMUM DEPTH INTO GRADE REQUIRED = 3.5 FT.
i --
onoom
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