Plans - - -- - - - - - - - �r ATTACH ROOFING SHEETING
TO PURLINS W/ #14 SCREWS
+• 26 GA. METAL SHEETING— AT 5" 0/C ON GABLE ENDS
ATTACH TO GIRTS W/ #14 SCREWS AT 6" 0/C ON SIDES lif
AT 5" 0/C ON GABLE ENDS - ` AT 12" 0/C IN FIELD
AT 6" 0/C ON SIDES i I w
.,' AT 12" 0/C IN FIELD
N = K
o�
cc o ` N._ 26 GA. METAL SHEETING 2 6 GA. METAL SHEETING
ATTACH TO GIRTS W/ #14 SCREWS ATTACH TO GIRTS W/ #14 SCREWS
AT 8" 0/C PERIMETER = AT 8" 0/C PERIMETER
AT 12" 0/C IN FIELD AT 12" 0/C IN FIELD
- — =
-4'x3' WINDOW
O
- _ (ONE PER BUILDING)
t, ,, z - RECEIVED
EVE®
A MAY - 9 2007
CITY OF TIG RD
32" WIDE " - BUILDING DIVISION
MAN DOOR
. 1_ 1/2" ISOLATION JOINT I , I � ' 1
2O' -3 1/2" 3' -0" 20' -3 1/2" �-� `t
BUILDING #1 BUILDING #2
26 GA. EAST ELEVATION ,----
METAL ROOFING LOOKING T ( �1 (_ Th is permit does not authorize the violation of any
kp kJ 1\ Cr �g rights of holders of private easements. The ap-
(1ri c t� l \ ll \0� p \ c- f ) plicant is urged to contact any such parties and
i - 6=1 ‘c&I ` C k � secure thier approval before commencing work.
LIABILITY
® The City of Tigard and its
employees shall not be Approved plans
r for discrepancies sh be on job site.
w
w hich may appear herein.
o 20 GA METAL SHEETING
I o o ATTACH TO FRAMING W/ #14 SCREWS
✓ o o o AT 3" 0/C TO SIDES OF DOOR 9 :0 PRQ/C�
a Z I AT 5" 0/C TO GABLE END WALL \ � 4' �G uNE F `
a C ITY OF TIGARD C � S2 3P E r
0 Approved ( cr. o / 3
Conditionally Approved
V ( ): ��i- .7' �*I
F or only the wor�as described in: O EGON I,
PERMIT NO. U - Inr71- �a SIR -p , �n ;• ti �
° P 7 > r `z. ' LINES SHALL BE See Letter to: Follow ( ): 6, j o 1 R C � 5 �
( . '::,A l? I_ `I' IDE NTIFIED PRIOR Attach ( ):
Job Address: 133aS %t, i"'Y t1r. ftve
Tv FOG TING INSPECTION By: �" 1 Date: � - Cd1 RENEWAL 6 3 08
"7 r— I
a - T d . OFFICE COPY
• 1' -7 1/2" 16' -D" 1 -
......_____ ROLL UP GARAGE DOOR DT DESIGN
I 19' -3" \ SC .Z 1/4 -0 wwDVO tv� awww v. D. TABERT
m it. 4/27/07 C"ECCED tr SHEET ' 1 OF 1
SOUTH ELEVATION ° D
LOOKING NORTH FOR STRUCTURAL SIZES REFER EAN & LESA TABER
- 13395 SW 107TH AVE. TIGARD, OREGON
TO DRAWING DT- DET -05 & 06 B UILDING ELEVATIONS C DT — ELEV -01 01
REV. RAN BY DESLRlPiIOx MW0.
ATTACH ROOFING SHEETING �
TO PURLINS W/ #14 SCREWS 0 �— ATTACH ROOFING SHEETING
w AT 5' 0/C ON GABLE ENDS
AT 6" 0/C ON SIDES - TO PURLINS W/ #14 SCREWS
AT 12" 0/C IN FIELD AT 5" 0/C ON GABLE ENDS
AT 6" 0/C ON SIDES
1,i o v
` AT 12" 0/C IN FIELD
=w
N a.
y i . _ . . 0
26 GA. METAL SHEETING cc 0
' ATTACH TO GIRTS W/ #14 SCREWS ' 26
CREWS 26 GA. METAL SHEETING
AT 8" 0/C PERIMETER ' - -- - -- - - . °..... - ... . _ , _ ..... . ATTACH TO GIRTS W/ #14 SCREWS
AT 8" 0/C PERIMETER
AT 12" 0/C IN FIELD AT 12" 0/C IN FIELD
‹A. '' _... , . .„ . . ., ._. •• _ .. ... _ ._.,,
r •,
i •
•y
V .
" , ^ 1/2" ISOLATION JOINT
lui 20'-3 1/2" 3' -0" L 20' -31/2"
BUILDING #2 — BUILDING #1
26 GA. WEST ELEVATION
METAL ROOFING LOOKING EAST
o 90 PRO1cF
M 2 6 GA. METAL SHEETING �� 4 � N EF L s/®
A TTACH TO GIRTS W / #14 SCREWS W p
74823P -
AT 8" 0/C PERIMETER I /
AT 12" 0/C IN FIELD A _ Ak i , / 4. '
ORE • ` A`
9 J \ Q.
/ " S ..,li ..G -
i2E °
I 9 MAY 2007
19._3.. -1 DT DESIGN
(x
F e s na 1 /4 ..1'_D' wvpw m WV* P D. TABERT
I - NORTH ELEVATION ME 4/27/07 °cm/ LCET / OF 1
�EAN & LESA TABER
LOOKING SOUTH FOR STRUCTURAL SIZES REFER 13395 SW 107TH AVE. TIGARD, OREGON
TO DRAWING DT—DET-05 & 06
REV. DATE B UILDING ELEVATIONS I DT ELEV -02 101
RV )ESfJBPTiDI wit
2 tp 1p
2 - -1p"
TYP, 4 10 — "r — I
TAU' soft �d� 1 8 T YP. � f1 ti / �
1 °` - F
y 0 Ili ■ 1 T
In Cr I M I I
1 SIMILAR
/ •1
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I
In
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0
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0
v1 0 1 2x4 WOOD FOR —
SHEETING (TYP.)
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•
e I I ° I I N
O I I I O I I .-
M Q M 0
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N 6" 18' -3"
N 1 9 3" N
O
Ai SECTION THROUGH BUILDINGS ! 1' - 71/2" 16' -0" 1'- 71/2"
SIMILAR 2 '_ 1 O .. 19' -3"
TYP.
' 1. 00 ,�,,,, 4..,r„ _ SECTION AT SOUTH WALL BLDG. #1
I
V I 1
k . .1
• N 1?- - n
2x4 WOOD FOR
0 N ' STEEL SHEETING SUPPORT 9 120 PRQp
• TYP. ■ � NE cf'j
I i
0 tx 7 ;23•E,. r
. - EGON A
1 -.-
J 9,Q � c 'n 1 1 2° ,_ 4�
0 I J S L.R.G'
I
- IRENEWAL:6 6/3c/c7 e 1
- 9 MAY 1007
1 1 W Ii W
DT DESIGN
i1 N 3 4' -7 1 / 2 " 4' - 9 " 4' -9" 4' -7 1 /2" � u...,
\ .� �► i -� 1/4 "mot' — wnaovn Po mAWN n. D. TABERT
N 19' - sTt 4/27/07 CHCC.cDIT. PEET.n. 1 OF 1
I EAN & LESA TABER
SECTION AT NORTH WALL BLDG. #2 FOR STRUCTURAL SIZES REFER — 13395 SW 107TH AVE. TIGARD, OREGON
TO DRAWING DT— DET -05 & 06 V DATE BY DESCRIPTION P M FRAMING SECTIONS DT ELEV -03 O1
N.
2x4 WOOD FOR
SHEETING (TYP.)\
n n u u n n n u n n
u 11 1f n 11 r n n u n 11
' . 1 11 n r 1 I 11 II 1 I n 11 ■
■
2x4 WOOD FOR o i 1 1 f 111'.../y..46)
SHEETING (TYP.) I
r
f
° b 4' -0"
4' -0" I
T � � r
I II
-T, r \
I
I
2' -0" 3' -0" 5-0" 5-0" 5-0" 3' -2" 5-0" 5-0" 5-0" 5-0"
GAP
���p P ROp.
FRAMING ELEVATION ~ � �a G � N EF, Q ` r �o y
LOOKING WEST Lt/
cr 74: ' E td)
I. OREGON /.
l n. 11, ' N.t
h
•J S L.R.G•
RENEWAL: 6 i • o
9MAY II
r
DT DESIGN
/ fcau 1/4- -1' -0• WOWED r. fwvM *^ 0. TABERT
fATE 4/27/07 l n[eEED 14, ri[ET ,a 1 Of 1
DEAN & LESA TABER
FOR STRUCTURAL SIZES REFER 13395 SW 107TH AVE. frtev�n TIGGARD, OREGON
TO DRAWING DT- DET -05
& 06 FRAMING SECTIONS I DT ELEV -04 01
REV. DATE BY SESERIPTDL MP'll
2x4 WOOD FOR SHEETING 2x4 WOOD FOR SHEETING
1/2" A -325 BOLT /NUT HSS 4x2x1/8 SUPPORT SUPPORT
W /TWO F.W. 3/8" A -325 CARRIAGE
,, 0 11111W11111111111111 !� �` t2 I2 BOLT (TYP.)
-. gm
�, - a 412., % HSS 4x2x1 /8
N BEHIND 2x4 WOOD
HSS 3x2x1/8" z 3/8" A -325 CARRIAGE
HSS 2 1/2x1 1/2x3/16" BOLT (TYP.)
1
0 TYP. 1 /8 ,
HSS 3x2x1/8" ' _ 2x4 WOOD FOR SHEETING
SUPPORT
HSS 3x2x1/8"
if
TYP.
1/2" A -325 BOLT /NUT 1 HSS 4x2x1/8 1 I I HSS 3 1/2x2 1/2x3/16
(3/4" ® DOOR) ir _ _ _ I (WELDED TO TOP BEAM)
W /TWO F.W. II C' II g C
MIQII 114 3/8" A -325 CARRIAGE
" '' \/ 1/8 / ' - - - - I I BOLT (TYP.)
NM - HSS 4x2x1/8
1/2" A -325 BOLT /NUT BEHIND 2x4 WOOD , I I . LT /NUT W/2 F.W.
N W /TWO F.W. 'I - TYP.
HSS 3x2x1/8"
HSS 3x2x1/8 = 1
HSS 3x2x1/8 ■ W
c,
DETAIL Do
Z
- 8
f'� 4 1
HSS 3x2x1/8
HSS 3x2x1/8"
DETAIL 0
11
it
2x4 WOOD
HSS 3x2x1/8"
3/8x3 1/2" A -325 CARRIAGE BOLT
W /NUT & F.W. 2 -REO'D AT EACH POST
ON EAST AND WEST WALLS
II
MEI _
0 ,0 PROFF
2x4 WOOD 7 PE / 4
sr
OREGO
3/8x5" A -325 CARRIAGE BOLT M J0 1 20 _‘,. o
1 -REO'D AT EACH POST
ON NORTH & SOUTH WALLS
AND ROOF BEAMS 2x4 WOOD {JV L'R'G
RENEWAL: 0
DETAIL ® 9 MAY 20 7
DT DESIGN
snic 1 1/2 " "1' -D" w.w Iv. DpMn+ rn D. TABERT
DATE 4/27/07 DECKED IT PKET Id 1 OF 1
- EAN & LESA TABER
TIGARD OREGON
REV, DATE it DESERWINN .y BUILDING DETAILS DT-DET-05 01
20' -3 1/2" 3' -0" 20' -3 1/2
1110 to
19' -10 1/2" 19' -8 1/2"
14.-7" 14'-8 1 /2"
9' -7" 9' -8 1/2"
=
N i ■Af
1r 4' -7" 4' -8 1/2"
a—
-.de 7.. -•.r A 8 1/2"
I I
1 1 _= n =_ - :— _= _= - 1I == TT � == - - __ — _= =_ _ 5/8 " 0 ANCHOR BOLTS N
—• TYP. U .N.O. __ - III o1
A 18 EM BE DMENT A
1 "0 ANCHOR BOLTS II In N
33" EMBEDMENT
II
I f. t T _
N
_ O
II I
ENI (N J
I 8.4 Cu. Yds. 8.6 Cu. Yds. III
i
B B BLDG #1 BLDG #2 c m i
-cr, 0)
FOR SURFACE CRACK CONTROL
I USE EITHER D4 -4" MESH A III A
OR FIBER REINFORCED CONCRETE I I
I
I tt
t
II
1/2"
II
1 "0 ANCHOR BOLTS A tot—to ISOLATION A
33" EMBEDMENT JOINT (TYP.) —544-_ I
— 1 _ 1' -6 1/2"
A ..- FOUNDATION PLAN A
6 "
N N 3 5/8 "0 AT 5' C.L. U.N.O. (18" EMBEDMENT) ^g'����D F FF �
Ay
N CJ 'Q y
3 " \ M LAP 24" LONG - #4 BAR - GRANULAR 7 ' ' ,
-- AT CORNERS BACKFILL // / / '� /�
#4 BAR III IN-SITU SOIL 1 IN PLAN VIEW •
LAP 24" LONG # ✓ OT�EGO /�
AT CORNERS p-0.4 •"' C o,. wh �
IN PLAN VIEW #5 BAR �� �, r . �1 d n • •?1 ' j
e4 [D A • ■ " t:: } 1
•• '-III— is
i L.R.
a • to O i . • , • • • ' I j
M NOTES:
r ra 4 � 01 z ' 4 i' x 1 ' 1' MI— 1. MIN. CONC. COMPRESSIVE STRENGTH
AT 28 DAYS = 2500 PSI RENEWAL: - -�` G� 3C�Q,� i
� �
; �
j J r v • • . I ��,. I II II � 2. MIN. SAFE BEARING PRESSURE " q 3 i"Ai' I 1' -0" IMPERVIOUS PLASTIC - - p OF SUBGRADE = 1500 PSF. 9 MAY LOO _ III ��� ��� MEMBRANE IMPERVIOUS PLASTIC 4" DRAIN TO STREET OR
MEMBRANE M 1 ' -O .. FRENCH DRAIN DT DESIGN
SECTION B —B G + / +' D° t_. , " 1 . D. TABERT
-
NTC� 4/27/07 DECKED m SHEET , . 1 OF 1
SECTION A —A — DEAN Sc LESA TABER
13395 SW 107TH AVE. TIGARD, OREGON
REV. DATE n xsCEIPTIEM OMB BUILDING DETAILS DT —CONC -06