Plans (74) I ERED PROffG'
11 r OFFICE Fi E y ik, 69680PE
P/L P ELININ AY
"'' 11 -(7}E id P/L OREGON
403' f� 10'PEDESTRIAN ESMT. VARIES,40'MIN. 14
`O,s
I` I - n r 8 2 VVC I4 - I
OYER
24'
u _ _ _ O _ _ _ __� �. RIStR �,.I 8' .. 11' 12' I 12' 11'+ 8• IQNEWAI DATE:6/30/35
x
67.-----
N } n I pKS �R=185' IPUE ~I PUE
'' 9 STALLS(19x9') pR f- I - , ro �� N II 5.5'
05
re
L
I
..) ____u_j___.____,__, i_ 1. \ I
III11 1 �, O p� \ P\ 2 32::......:1;
2 _,� V
:/::MA1
( \ ;3;M;5
-1,, ! I - HED ROCK //Wy W co
I" r= i LOT 2 -8'OF 1 1/2'0'CRUSHED ROCK y. 1/1
WQ FACILITY � 83RD&MATTHEW PARK o '^
' x _ _ 9922 SF iL
WALL MOUNTED LIGHT iI K (p NTS Z
) I�3.'el I'* 25'HIGH,47W LED(TYP.) r� a ...
~ o
;11—
`` M M1II 1 18.00-1 1 T / Se NO^,M
' sd.bo j I V, ,1 Q Fv M
a I �� --- 12' w m°
I
3
J I - W P/L E P/L M0M� 4111 -N
I ' - - �•� .. ,r- 45' 50' E W mmma
ala so a4 --- - - i-----11
* \,,_„,
I I 61' I
A M ENTRANCE SIGN I
III I I L1 f 20' - 25 f 36' 14'� 8' f
.41 N I PUE Si N uE
I '
K C I CLEAR VISION AERIAL FIRE TRASH BINS AND
U TRIANGLE(TYP.) _ - APPARATUS ACCESS :T KU'G -7 OR I 1 VARIES VARIES Sy'8, i� 'tr,S N w
- (2)5 BIKERACKS c •u V I
OL igi
•
c I' } Y 6•ALS, C({��<) r �� 1-1/2:1 MAX m
- I I 15,1 Arc a v
J I HC NC
\ LOT 1 J � - 2.5% 2% M tOvi
- "_ " I I 1 _1 1 210,174 SF I o_ .�_ �� srl Mar �° o
< I J F • 24'DELIVERY TRUCK ACCESS C, - 1K' •xv 2:1 MIN BI
Q
Z 1 1
( 8"A.C.PAVEMENT m N
11
O N ( A'
II I . �- 1 4ALLS
• 1. 3 ((/1� 2"OF 3/4"-0"CRUSHED ROCK "♦-
4+ N 6 (13'X9 ` , -10"OF 1 1/2"-0"CRUSHED ROCK
E Q OR AS DETERMINED 8Y PAVEMENT
" OFFICE ENT DESIGN Cin
I G 1 ,. I I RIGHT I GHT OUT -- COPY
h s DRIVEW TA HALL BLVD
P f I,T ENTRANCE SIGN N AERIAL FIRE �� L NTS L
o 1 APPARATUS ACCESS t 1
9STA -(13'X9' FK I \ \�
ry I L. II S CO S P/L N P/L
c L,, 1 , , !T,' ,,, i _CT„ , ,, 0.,
D1I1
U` FUTURE STREET I36'
, ,,, J ' — I 1 n CONNECTION f 11' - 18' 6' - 1° -
1 '' I 1 I' • G -4 / u i_ -___ _I ii
y PUE
, , N,-� • 10-
m \ I 'y' S.5',�
�� f +I-�0.5
12 I ( I IL 8 t
'I L II' I I r 12' �- 8”ROUND BOLLARD LIGHT(TYP.) I I
24 00 �- I I I 1-1/2:1 MAX
a I _ 2.5% 2% 5:1 M
I 5 SIDEWALK(TVP.) u :�.5 ._.r•. 5:1 M
Iv "wr, 2:1 MIN z
I __ CARPORT LIGHTING II j " ten ,yX W
FLUORESCENT STRIPS(TYP.)
o 0
�' CITY OF TIGARD
-:.I -3"A.C.PAVEMENT o rc o
Ell /� '{^�y, �; �� 7L 7�T 2"OF 3/4"-0"CRUSHED ROCK
o ♦ ` '�• REVIEWED ED FOR CODE COMPLIANCE V CE -8"OF 1 1/2"-0"CRUSHED ROCK o 0
v �' u
ROSS STREET
f pp • �! 111 Cs1
1 HC HC ((r��VC roved:
''''1,,1
L�. AERIAL FlRE / C RPFRT / OTC:L: t NTS z w
I=' \ 9 STALLS(19'X9') 6 5 ALLS,2MC(19'X9') /L
_ - 1I - APPARATUS ACCESS °` I J
1 0F
n
- } �
t
Permit ?of - Oc1 ) a
4 4
• Q
^o
283'._ H 43' -1.1110111111F'--
�' Address: 0 0� W c 1 R i 1![7 m a
\ w
F
POLE MOUNTED PARKINI J
` I' 1LOT46 LIGHT,20'HIGH \ d Q
ye `y 'gyp p (;
3
-� 146W LED(TYP) /' z _I- --6 itLity � 'L ¢o W Q
B
,I I i }
sw floss s1 REEr } °._ Dal [_ a
`,. til - to CURB CONC.SIDEWALK n I-
Vii , PERPLAN(TYP.)`- SITE TYP.
,...- _ -_ - CENTERLINE ELEV.Ix
0.5 5./
c-..... a -' I50.3'LOWER THAN Q
W
i ' 2�% BOTTOM FACE OF CURB
P/911A3MMERAMOMMOWW., 0, Lk' 3 LIFTS
C TY OF TIGARD
• a Q
" h Y °'' ; COMPACTED SUBGRADE �
o
a SHEET
" M IN 2"OF 3/ MO LEVELING COURSE
C6
' '- � `----' M� Q 8 OF 1 1/2 0 CRUSHED
, s. � , s /�y � ROCK BASE
-�
Approved d �y nnin
Dat . ._ _ m INTERIO P ROAD
LO
rq
I) I� �G�� NTS O OF
C9
30 15 0 30
I) 11 �p PROf�
M \SE�W I Npt.�/
00
I i P/L P/L
ELIMINA
- .. _ I
VARIES, 0 MIN oy�t: 'L53."
1 H
i 403' 4 10'PEDESTRIAN ESMT. RIStR k4 N$ IçILI321J I 24' I I RENEWAL DATE:6/30/15-^ 8' f 11' 12' 12' - 11'-+-.. M(S1• R=185' _ ;� PUE LPUE
9STALLS(19%97 ss Cli/ r-
J__L_,___,__i___.__.___r_ ._, 32 �oo/Z.-
Ln
n. (
Lu a0
Ff-(:--:"----I- '--.Nj'l/H' Ln1 11 ILIIin
WALL MOUNTED LIGHT NTS ILI goo25'HIGH47W LED(TVP) W N F ca\ I 5000 I w W P/L E P/L QI ' 12'L _ 45' S0� 0,_l CO mM na
ia�so.aa I 1 i 1 S_- I _ - - _ - 70' ,r- - I ^ 61' 1
IF
m
II I ° e ENTRANCE SIG I 20' - 25' I 36' 14'� 8' f
IT
I ( m( * \ ° , SIGN
I PUE N o
N( (1 _ A v 5.5'f. y?N
19'-22' 14'-17y ;
.I jF I" CLEAR VISION I, AERIAL FIRE I TRASH BINS AND .I - +L 0.5' .'n n H
I TRIANGLE(TYP.) APPARATUS ACCESS - 1• . I rVARIES VARIES y 8' ice- 01 o
IU - (2)5 BIKERACKS ° 4. I CIL 1 3 O 3
I I Q 1 I \\ L I4 ItI I 1-1/2:1 MAX n N
a I C I 5 (' 9 STALS,211C( 7 0 0 0 ° 2 5°h 2% 5:1 M rJ £
I I I 1 HC/He LOT 1 I - sa O co
m �� sd Mar
! i 210,174 SF L,,--647--„,•,../74,,,,,,/,4 2:1 MIN 3 a
J I 24'DELIVERY TRUCK ACCESS m
Lo CO
<`,: .� I = I _1 8"A.C.PAVEMENT F N
11 I ' / ). . _ N 1 I� 2"OF 3/4"-0"CRUSHED ROCK
`L I I / _ ,! 11 —10"OF 1 1/2"-0"CRUSHED ROCK r ^
i II g U7 " \ 6 STALLS(1%9' / ` Q } OR AS DETERMINED BY PAVEMENT DESIGN `/ J
Et:/ HALL BLVD
G I I RIGHT GHT OUT - }} /, 1111.
I w DRIVEW ENTRANCE SIGN -m--RIAL FIRE —I° 09 < NTS
s 1 APPARATUS ACCESS rX
01 J_ U
______Z----------
� I
---
1 21 ,1 , 9STALL.i(14 X9' X y -- SP/L NP/L
I Q 1 1
Q
_.
- b I
N , U A
m
D ' a _ FUTURE STREET _ 36'
m� — m CONNECTION I 11' 18' s' - lo' 11'-y 8'
I
I u �---———— PUE f
1 1 I,,, y ( 11 a �4 / I 5.5
m 7 �� ——— L0.5.
de
112 f
12'I 8"ROUND BOLLARD LIGHT(TYP.) I I I \
24 00 - 1-1/2:1 MAX
r: I x .�-roa a z.s' 2 5i1 M
-� 5 SIDEWALK(TVP.) ° `� _
1 ! CARPORT LIGHTING I .y,n°�.°,.--% '' 119%1.t.'�,t 2:1 MIN °
: I I FLUORESCENT STRIPS(TVP.) Q
/ m
I .� -3"A.C.PAVEMENT c
/ 2"OF 3/4"-0"CRUSHED ROCK
° ` ° " "
1 . ` 0I . —8"OF 1 1/2-0 CRUSHED ROCK o
I + ` ° I _ ROSS STREET . '
r - - - a
I I HC�HC' I� NTS W N
A+OL �RIAL FIRE CARPORT Z W
9 STALLS(19'X97 APPARATUS ACCESS I`- e I ALLS,2HC(19'X9') I I- F
_ I
1 ,
_
I q - _ _ 8 re Z W
ry /
-__ ---_ - ~_ _ X43 /
1 I I I I, - �28'� �_ 1 J
�. 2 �QZI
-_ __ ___- __ ___ _ -_ POLE MOUNTED PARKING �- a o a. Q
LOT LIGHT,20'NIGH `9 W
-� 1' _ __ _- __ _ 146W LED(TYP) �__ _., _-. c. --.-_ -_
"c 1 / CjW ROSS STREET 16"CURB CONC.SIDEWALK n F F
> ,-'.� `.,�_ _ --. - -_ - 0.5. /PER SITE PLAN(NP.) Z
s k �/ CENTERLINE ELEV. 5
F' 1 - _ IS 0.3'LOWER THAN I W
= ' "` - 1W �_ BOTTOM FACE OF CUR Z N
Z.5^/o B
1 �
W arc Q,
CITY OF TIGARDI
{ W COMPACTED SUBGRADE Z•O C.PVMT.CL'C'-TWO LIFTS SHEET
_ F 3/4 0 LEVELING COURSE
"� - II O' 8"OF 1 1/2"-0 CRUSHED ROCK BASE
s�
Approved by Planning 4 C6
gate: l'� M
�.._-_ - INTERIOR LOOP ROAD
I NTS OF
� 1 --`---',>-;.-----."
1nitials, C9
fit---.
30 15 0 30
r.r
APR 16 20118
TIM COVERT P.E. STRUCTURAL ENGINEER
1750 SW Skyline Blvd. Rm 221 PORTLAND OREGON 97221 (503) 228-0426 Structural DRAWINGSv.
STEELPORT CARPORT: MATERIAL NOTES REPLACEMENT CARPORT
1. Materials: Concrete 2500 psi at 28 days Tigard, OR
Slump (ftg) 3" to 5"
Portland Cement C-150 Steelport LLC - Client
5-1/2 sacks per cubic yard
Aggregates per C-33
3/4" maximum aggregate size
Water per C-94
Concrete Temperature 50-90 F DESIGN LOADS: ASCE-7 (10)
- Air Entrained 5-7%
Note: The concrete supplier shall assumegfull responsibility for the mix design Roof Load = 27 psf (25 SL + 2 DL)
and the overall performance of the concrete. Wind: 120 mph (Exposure B)
Steel ASTM A653 or A792 Fy = 80 ksi (Roof Panels) Seismic: Ss = 1.5 max (does not control)
ASTM A607 Grade 55 (Beams) Max Soil Bearing Pressure = 1500 psf
ASTM A500 Grade B Fy = 46 ksi (Tubes)
2. All footings to be founded on firm, original subgrade. Note: 7 ft minimum "clear" Max Post Ht = 10'-0"
Match existing. ,cp,UCTUgq,
3. Typical Concrete Footings: 30" diameter x 3'-3" deep ��00 PROFFssi
(augered.-.do NOT form) G11\1F • o
No Sonotubes. 4, 9381�9 .4
OREGON �
�G<Y 22,\c3%
• r1M co
E.ta 31 tots
Job No. 6721
�V-
Cr UR4 TIM COVERT P.E. STRUCTURAL ENGINEER
L . QED PROF:
S�� Sst 1750 SW Skyline Blvd #221
r �GI27gPortland, Oregon 97221 Phone:(503) 228-0426
l
% X9381
Tim Covert P.E. OREGON
ural Engineer - -
- V - '\<.(..__.4>-22.011 - -
S I
.7` ; S Skyline Blvd #221 T14i cov���
c ti d, Oregon 97221 •
<< (0-c2 3� 0 �� e
CkaX� 27 ` o(.1Cr D `�
ir 0
4
0 0 -
3\ \ \ \ \
L REAM
.
•
41. ---. - COL
- GoL .c
al 'x
E a)
1
/i /r ' Il ' f /! e / i • 'e r
Typical concrete footing: LI L. ! D 1 ._1 _•
I C)
. 30" diameter x 39" (min) deep. 1 I I- I1
Footings must be poured in ' _ I �_I
augered holes. Do NOT form. �'11" 'l r� _
No Sonotubes. ,—
FRONT ELEVATION VIEW: Replacement
carport COL = HSS 4 x 4 x 1/8" 1!4-"- i =0 `'
steel tube column.
BEAM: Cee beam: 12' x 3"
x 12 gauge (Fy = 55 ksi)
. y'`c
' s,9 PROFFsf r
Tim Covert P.E. - 'y' \9
% 19381
Structural Engineer
1750 SW Skyline Blvd #221 ��-- S 3
Portland, OR 97221 '11)-22.v.'
oREcoN
'lir 22 `9'
1'4j co'1 '
igt On
_ • ' dr t
4^ mac) t moi( 4'- 0 y
f t 1 0 -t
Note: New beams must align with
• V 12. existing beams, typical. Adjust these
A dimensions as necessary.l 1
A 12- r-
Z l--
rr
L '"' 26 gauge X-Span
SSM roof deck. 29 gauge,
okay.
CII
5 •axi .
TSL, r1" r-r,— 4 rrTr -•
- - . - Typical concrete footing:
i i7;- r 30" diameter x 39" (min) deep.
--215 Footings must be poured in
} / . f/.././ . augered holes. Do NOT form.
No Sonotubes.
• TYPICAL CROSS-SECTION ;
Replacement carport '/4-'t= r ��,
COL = HSS 4 x 4 x 1/8"
steel tube column.
BEAM: Cee beam: 12' x 3"
_ x 12 gauge (Fy = 55 ksi)
R u C T U R
. s0 PROF(
% /�yG t NE�r-
Tim Covert P.E. / 7sas'
- Structural Engineer _ _ _ \ OREGON
1750 SW Skyline Blvd#221r t911
S4
Portland, Oregon 97221 T Z='
af COVE
IS -
Q -ot1
36. _
� ` Oti
<< Cl-tax. I
27 0 , v o t,
_____ - ____ ____ IL 4,.
\ `
i
_\ ____ ___. ____ _____ magemmmmr ..... .... ...~........ ..
\ \ 1 I ,*
1\
COG\ \ Ali
• _ Com_
_ sk.
. VP
\ D . Mr
I
` \ P\ I
\ • Typical concrete footing:
\ Note: New beams must align with • 30" diameter x 39" (min) deep. 1
_
. - \ existing beams, typical. Adjust these Footings must be poured in i
dimensions as necessary. augered holes. Do NOT form. ! - i t
\ \ \ No Sonotubes. I 0 c0
—
\ \ 1
\ • . t .
AI 00 L- 1
Mr' 1
\ \ \' ' D
N -r-rP . 1 4
\___\___ \ I ____ ____ _ _____ _____. ___1 *I. fib
FOOTING PLAN : Replacement carport
tf+tc = < < o
COL = HSS 4 x 4 x 1/8"
•R iJ C T R 9 steel tube column.
SS�0 PROIr 4 z
R / GINE O
9
p9387
Tim Covert P.E.
Structural Engineer - _ \ OREGON
1750 SW Skyline Blvd#221 �,z:-,:3,1 S 5
Portland, Oregon 97221 lai CovO
K- 5?A-1,. --To -g C)J 0,G-fin : A i Cs) —To - Co L /c fA Co 0 sc-rt b
.
1, t% % vt (kr 0/..\,97-0—)C1 13, ----AM)
1 .(2 IN
1l
#12 self-tapping (� �- 0 1 2� -- D
screws at 9" o/c, '-''‘ ') )
Ctia5c\ Cttcw
typical.
New beam:
Existing beam: Cee beam: 12' x 3"
By others. x 12 gauge (Fy = 55 ksi)
)
26 gauge X-Span — — — — — —
roof deck. 29 gauge,• r...)
okay. I .
1 i. . a I
(8) #12 self-tapping
tapping
- 1 screws, as shown.
i . . I 1
— — — — — - —
Cee beam: 12' x 3" — - _ — — _
x 12 gauge (Fy = 55 ksi) 1 1
•
_ / "
n.
steelHSS4xx
tube co1lu8m
1
5 (co PROFF 4.
n f
/
p
'' /
,9361
Tim Covert P.E. '
Structural Engineer - `�RECON - _
1750 SW Skyline Blvd #221 x,22.,911 - S6
Portland, Oregon 97221 Tib! covE��
el3EAM —Th — Co 1--v . Coo te o TptcAt_ eck1 4 5- c--rt. o L)
GA-T'c €
27 - 0t, 9 ! ot,
l
HSS 4 x 4 x 1/8"
I steel tube column.
G II
---- Cee beam: 12' x 3" I I
' x 12 gauge (Fy = 55 ksi) I
f i I
- - — — — — — — - - 1
I I Augered concrete
• * *)
I 1 footing: do NOT form.
I No Sonotubes. •
(8) #12 self-tapping co, 1 - I I ' , .
. 4. C
screws, as shown. I i
I
/ 1 , . • 5/8" dia x 14" steel
7i � ` all-thread rod thru
C/L of tube column.
- - - - - - , .I I .
a- l 1 I
v
I J r
I
HSS l/ ' ItI
steel tube column. _ l I - 1i /
// / / / l . /%
>. jk .
•
•
( 1' i G►1
u c T u4. Typical each way,
�S�c`�Ep PROFF ,z
30 �t typical.
a.
• ���93��l C Y date i 0+)
Tim Covert P.E.
CEctural Engineer • �, OREGON
•
` 1SW Skyline Blvd #221S 7
✓GAY 22.1911
Portland, Oregon 97221 7411 COV4