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CITY OF TIGARD
COMMUNITY DEVELOPMENT DEPARTMENT
13125 SW Hall Blvd.Tigard,Oregon 97223.8190 (503)639-4171 BUILDING PE RM 1I-
PERMIT #. . . . . . . : BLiP95-VI IdQ16
DATE ISESUED: 01/13/95
639--4171
PARCEL: 2:S 111131~A--001 19
,ITL ADDkESS. . . : 12'24121 SW 116TH AVE
;UBDIVISION. . . . : LERON HE:IGHTf.i "ZONING: R--4. 5
,LOC;:. . . . . . . . . . . LOl.. . . . . . . . . . . . . :20
EIS5LIE: FLOOR AFEAS-- __.__.__._-_ EXIERIOR WALL LUNSTRUI-I 1O -
uF•IbS OF WORK. :ALT FIRST'. . . . : sf N: S: E: W.
YF'F OF USF.. . :SF SECOND. . . .- s•h PROTECT
i(P]•_ OF CONST. :5N T I RD. . . . : rT f E,. W:
ILL.UPANCY GRP. : R3 TOTAL--- ---: 0 s f ROOF CONST: F I RE RE'T"'
;UPANCY LOAD t BASEMENT. : s f AREA SEP. RATED:
TUF2. : 1 1-11". : 14 ft GARFaGE:. . . :X350 s f OCCU SEP. RATL:D:
,3;O011 '?- MEZZ?: REUD REGUIfiEU- _ ------_—______----__
LOOR LOAD. . . . - p5 t LEFT.5 ft RGHT: ft FI R GPKL: SMOK . :
oWELL..ING UNITS: FRNT-, ft REAR: ft FIR ALRM: HNDICP ACC:
I EDR- 119: LATHS: IMI=' wIJRFACE: PRO CORR: PARI'.ING:
ALLJE. $ : 4800
EAmait,!.s: INbIALLING RV SHELTER AT TACHEI:1 TO HFIUSE
I.,,,L.. _____._.____._____.___
'LIVWARD N type alm;Itlnt by date r,ec:pt
SW 11GTH AVE PRMT $ 0. 50 �F 1c/c 1/94
PLCK $ 32. 83 JF 12/27/94 .
I IGARD OR 9-(023 5r- T 8 2. 53 .JF II'R127/94 .
lone #:
L..ontr"a1ctot^:
'IENDI_R METAL PRODUCT'S
,T. WAYNE BENDER &ASSUC. INC
+703-41 NE LOMBARD ST
"UK F'L.AND OR 97c1E1
'hone #: X82--0015 b'a. 8h 7 UTIaL_ .
_------ REQUIRED I NSI-" (:T IONS
:s permit is issued subiect to the regulations contained in the Foot inR Insp
Tigard Municipal Code, State If Ore. Specialty Codes and all other F"t-am i n y 1 n sN
-,ppl icalble laws. Ail work w ii be done in accordance with Rain cl r^a i n I n s p
xapr•oved plans. This permit will expire if work is not started Final Inspection
within 180 days of issuance, or if work is suspended for more
than 186 days.
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LD CI Gall for inspection — 639-4175
Residential Building Permit Application
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223
(503) 639-4171
Jobsfts Address: /=�Z4/o 4-;d, llclX
Subdivision:_ <�,e v,,J fl-,41Lot #_ � c" Office Use Only
r. Planck/Rec #
Valuation:
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Corner Lot? Y C) _
Flag Lot? Y Reissue of
Map & TL #
Owner: .e.✓r� /.� /�.�wsv�,�..P.,
Approvals Rec�utred
Address: /�,..Zy�o �.J . �/� Planniny /�
Engineering _
Phone: _ / �v - �+ Z�a Other
tontractor: Hems Required
Address: _ �0 3�A XA' ' ;6w 4-41 S� Subcontractors
Truss Details
Phone: Other
Contractor's License #_ S .6 V5
(attach copy of currenD Oregon license)
Contact Name & Phone: l�so.� dc �C�nl�
Subcontractors: Architent/Engineer:
Pluml,;ng: Address:
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Mec ---------
"' (attach cony of current OR Contractrr's Li.,anse)
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t, JOB DESCRIPTION: / X .�O /je«�.re.AeLU
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A piicant Signature & Phone number
Received by: Date Received: 2 �t
N MORMCOMDEV`.RESA
Permit# Account. Description Amount Amt. Pd. Bal. Due .
Bldg. Permit (BUILD) �., . �,�. j�' t/_
Plumb. Permit (PLUMB) !_
Mech. Permit (MECI,I)
State Tax (TAX) -�
Eddy:
Plumb:
Mech:
Plan Che:k (PLANCK) 3:2,
Bldg:
Plumb:
Mech:
_ Sewer Connection (SWUSA) _
Sewer Inspection (SWINSP)
Parks Dev Charge (PKSDC)
Residential TIF (TIF-R)
Mass Transit TIF (TIF-MT)
Commercial TIF (TIF-C) _
Industrial TIF (TIF-1)
Institutional TIF (TIF-IS)
Office TIF (TIF-O)
Water Quality (VVQUAL)
Water Quantity (WQUANT)
Fire Life Safety (FLS)
Erosion Cntrl Permit (ERPRMT)
Erosion Planck/USA (ERPLAN)
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Erosion Planck/COT (EROS;)
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TOTALS:
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CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line ( ec-O-Phone): 639-4175 Business Phone: 639-4171
<Z� // __
Inspection:/ r�F - __
CJ<Rnua9 Susp. Ceiling Sprink. Rough in Appr/Sdwlk
Foundation Plbg. Underslab Mech, Rough-in Fireplace
Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL:
Post;Beam Mech. San. Sewer Gas Line -Bldg.
Plbg. Underfloor Rain Drain Framing -Plumb.
Alarm Water Line Insulation -Mech.
Underflr. Insul. Shear Wall /G Gyp. Bd. =1ect.
Date Roquested: 5(I Time:_—AM __PN1
Address: / G �,
Builder: ;2 f cf) z� Permit #:
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector: �' Date: C
ROVED —DISAPPROVED !APPROVED SUBJECT TO ABOVE
Ch
_Call For Reinsp.
CITY OF TIGARD BUILDING INSPECTION NOTICE
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Susp. Ceiling Sprink. Rough-in Appr/SdwK
Foundation Plbg. Underslab Mech Rough-in Fireplace
Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL:
Post/Beam Mech. San. Sewer Gas Line %'fig.
Plbg. Underfloor Rain Dram Framing Plumb.
Alarm Water me Insulation -Mech.
Underfir. Insul, Shear Wall Gyp. Bd. -Elect.
Date Requested:_ Time: AM PM
Address: / 7 L,
Builder: Permit #: ••cyo
THE FOLLOWING CORRECTIONS ARE REQUIRED:
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Inspector:. Date:��,��_
/APPROVED DISAPPROVED APPROVED SUBJFCT TO ABOVE
Call For Reinsv.
INSPECTION NOTICE
City of Tigard Building Department C�-
P.O. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection ----
Date Requested _ 7_/6190 Time ry�A.M. P.M.
Address 1 ?-Z¢r, S u-' 1 1 C.T N �!� erm it
Owner yAtg-p �.NvyA¢.CJ��.1 —_ Lot �# _
Builder
The following Building Code deficiencies are required to be corrected:
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Presented to Approveel
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Inspector - ❑ Disapprove.
Date
CALL FOR RFINSPF,CTION
❑ YES C] NO
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May 23, 1495
David Scott 'ir
GIFT
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Building Official
City of Tigard jAY2 4 1985
13125 SW Hall
Tigard, OR 97223 i.
Dear Mr. Scott:
--------------------------
I would liko to voice a complaint regarding the building codes in the City of Tigard.
My neighbor is building an"RV Shelter"that looks for all the world like a pole barn.
The structure is supposedly within the code of the city: it is exactly 5 feet from the property
lire; it is no higher thdn the house; and it is supposedly attached tc,the house.
There are no encioaing walls on tnis structure, it is an all metal building, it is over 20 fr:et high,
and as far as I can tsll, it is attached to the house maybe by two screws or maybe just by the
fact that some of the.supporting posts are touching the house. This is strictly a single family
residential ne;g*orhood, not farm or manufacturing. How can the city allow a structure life this,
a pole barn, to be constructed here? Think about it.......Would you like to view this from your
back y-,rd?
We have spoken with our neighbors and they have agreed to plant a natural barrier. (Fat chance
it will hide ft.) However,I am ang,-y►hat the City of Tigard woula actually allow this type of
structure in a single family residential neighborh,--ii. This is, in my estimation"visual
pollution". Can't you at least require that an attra, ~arrier be placed so that the
neighbor's property is not visually polluted? This is hard to do when the structure is over 20 feet
high. I am sure that your training and education has prepared you to understand that when the
ambience of a neigh5orhood is lowered, so are property values. We used to enjoy our
backyard, it is no longer a pleasant experien-.e to eat our meals on our deck or just spend time
there.
Thank you for taking the time to read this. It is my hope that you will consider trying to change
this section to the code to help keep harmony in neigoborhoods throughout Tigarl.
Sincerely,
� r
Kathie Fellows
12200 SW 116th
Or Tigard, OR 97223
N
103-590-3440
T
- cc: Bill Monahan, City Administrator
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COMMUNITY DEVELOPMENT
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118BIL1TY, The City of Tigard, Oregon, or it's
f3ERn1s employees, shall not be responsible for
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discrepancys which may appear hereon.
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_ C and Z Sections
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--- PURLINS A
C and Z
C PURLIN
B
Fi
A
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(Dimensions are subject In manuracluring tolerances.)
-� Section Properties �__
Size _ X-X Axis Y-Y Asia
(in inches) Gauge r AREA I S r iN3993
r r
A B (in.) (In') (In!) (in•') (in.) (in!) (in.)
4 2.5 I( 0.060 .5183 1.4468 .6184 1.5960 .4725 .91'21 .9121 P
14 0.075 .6653 1.8950 .8121 1.6263 .61MA .9200 .9200
16 0.060 .6383 -3�6625 1.0695 T 3-073 .5430 .8884 SA84 p
6 2.5 14 0.075 .8153 4.8096 1.3984 2.3559 .6986 .8979 .8979
l6 0.060 .7452 7.2211 1.5661 2.9895 .5916 -8564 .8564
8 2.5 14 0.075 .96153 9.4344 7..0883 3.0465 .7636 .4117 .8667 .8667
_ 12 0.105 1.4188 13.33613 3.2669 3.0506 1.1012 .6043 .9766 .8766
8 3.5 I6 0.060 .7925 1.5862 1.6403 3.0262 1.4378 .5765 12184 12384 0
C3. .,
14 0.075 1.0782 17.9403 2.3823 3.0429 1.8561 .7536 1.2534 12534 C
16 0.060 .7886 12b356 1.9309 3.6900 .6294 .3221 .8235 .8235 n
10 2.5 14 0.075 1.1064 16.0806 2.8479 3.7128 .8119 .4200 .9343 .8343
14 0.075 1.1850 18.5225 3.0935 3.7318 1.9794 .7676 12199 1.2199
10 3.5 13 0.090 1.6057 23.6195 4.1145 3.8354 '.4388 .9554 1.2324 1.2324 C
12 0.105 1.7728 28.2Cr18 4.8932 3.8749 2.9031 1.1474 12419 1241_9_
4562 8727 .8'2'27 'C
14 0.075 1.1873 25.6846 3.5124 4.3945 .9003
12 2.5 13 0.090 1.6057 30.9976 5.IM02 4.3938 1.1161 .5716 8317 .8337
12 0.105 1.8824 362977 6.0496 4.3912 1.3340 .6897 .8418 .8418
-- J Section Properties
Size X-X Axis Y-Y Axis
(in Inches) Gauge t AREA i S r i u 3 r
Ar
(In.) (In') (M!) (in.') (in.) ({n!) (in.') (In.) (in.)
4 - 16 0.060 5751 1.5072 .6922 1.5849 .4821 .3621 .8964 .8961
6_ Jfj_ 0.060 .6951 3.9147 120fi7 2.3117 _5611 _.3792 .8827 7.7IG 0.060 A60fi 8.5893 1.9502 3.0892 .9861 .5183 10467 10467
�R 14 0.075 1.1001 10.8302 2.5684 3.1028 1.2288 .6490 1.0451 1.0451 �
13 0.090 1.3495 12.9219 1.2267 3.0938 1.4703 .7805 1.043fi 10436
110
_ 12 0.105 1.5750 14.9863 3.7466 3.0947 1.7093 .9118 1.0418 1.0418
- IG 0.060 h!71 10.3631 2.0470 3.3834 .6400 .3932 .8433 .9433 In.
�- 14 0.075 1.1156 12.8196 2.7942 3.3757 .7964 .4919 .8414 .9414 n
9 2'25 13 0.090 1.3501 15.3051 3.4011 3.3670 .9517 .5910 8396 .8396
V) _ __1? 0.105 15750 17.7611 3.9469 3.3581 1.1047 .6897 .8375 8375 Q
10 3.25 14 0.075 1.2879 20.2399 3.6191 3.877.1 1.9575 .8459 1.2042 1.2042 Q
12 0.105 1.8712 28.0999 5.5115 1L43601
8559 2.7314 1.1902 12022 1.'2012 p
'12 2.25 n 7.r -1.'2741 * i b 12 0.105 1.8900 35.97.88 5.9881 1.1979 .7042 .7%1 7961
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NOTES: L Section properties are determined in m rordancr with 1986 AlSI Sperifrcolinns for the fkrign of fnlA-
)',jrmed Steel.
Ll Mblerial conforms to ASTM A446 Grade D(ry d 55 ksi minimum)will,Gfi0 galvanized coating,or ASTM
ASI 0 Grade 50(ry-55 ksi minimum)bare.
❑I pertains to deflection determination.
11, pertains to stress detertnination.
I l Y-Y axis pmperlirs are for the full un-►rdured section.
D GIFTS
tions
Z PIIRLIN
1-13 1
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5 `. TMP
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(Dimenslo!is are subject to manufacturing tolerances.)
Section Properties -- - -.__--..--�
Size X•_X Axis Y-Y Axis --
(in Inches) Gauge t AREA 1 S r 1 S r r... I e.-Y
A g - (in.) (hn') (in.') (in.') (In.) (in.4) (in.') (in.) (in.) (In.) f7
4 2.5 16 0.060 .5387 1.5881 .6506 1.6363 1.1105 .4496 1.3683 1.3683 1.0481
14 _0.075 .6925 2.0259 .8550_ 1.6436 1.4694 .5967 1.3998 1.3998 1.3443 ��
6 2.5 16 0.060 .6587 3.9740 1.1188 2.3607 1.1105 .44% 12479 12479 1.6050 O
_ 14 0.075 .8425 5.1320 1.4642 2.3880 1.4694 .5967 12778 1.2778 2.0690
16 0.060 .7635 7.7920 1.6266 3.0583 1.1105 .4496 1.1545 1.1545 2.16 8 r.
8 2.5 14 0.075 .9925 10.0379 2.1776 3.0920 1.4694 .5967 I.1&30 1.1830 2.7938 ly
12 0.105 1,4593 13.9418 3,4291 3.0789 2.0941 .8556 1.1933 1.1933 3.9346
8 5 I6 0.060 .7959 8.7883 1.6406 3.0365 2.6312 .7511 1.6615 1.6615 3.8423 p
_ 14 0.075 1.0846 11.3631 2.3818 3.0773 3.4380 .9923 1.6927 1.6927 4.9242 G '�
10 2.5 16 0.060 .8076 13.3827 2.0087 3.7471 1.1105 ."M 1.0794 1.0794 2.7186 n
14 0.075 1.1299 17.0437 2.9477 3.7688 1.4694 .5%7 1.1066 1.1066 3.5186 fD
14 0.075 1.1840 192027 3.0788 3.7716 3.4380 .9929 1.5959 1.5959 6.1941 a'
10 3.5 11 0.090 1.5012 23.4881 4.0619 3.8085 4.1421 1.1999 1.5993 1.5993 7.4373 G
12 0.105 1.7499 28.26171 4.7108 1.8665 48814 1.4165 1.6071 1.6071 8.7173 ►`�
- _ 14 0.075 I.IA36 26.4493 3.4792---4.4-264 1,4694 .5967 -1.0433 71.0433 42434 `C
12 2.5 13 0.090 1.5887 31.6450 5.0259 4.4206 1.7716 .7216 1.0460 1.0460 5.1002
12 0.105 1.8793 36.8689 6.0555 4.4158 2.0941 .8556 1.0524 1.0524 153921
_�- �--- Section Properties
--- - - -
Size �- -_ X-X Axis Y-Y Axis
(in Inches) Gauge t ARFA I S r 1 S r r I x-Y O
A B (In.) (In.2) (in.') (in.') (in.) (In') (in.') (in.) (111.) (in.) yd
4 _2.25 16 0.060 .5735 1.5708 _ .7197 1.6202 1.1117 .5008 1.3630 1.3630 1.0137 v
2_.25 16 0.060_ .6935 4.0170 1.2364 2.3647 1.1117 .500E 12440 12440 1_5776
16 0.0610 .8374 8.7631 1.8815 1.1232 1.7734 .6520 1.4050 1.4050 2.9220 rt
14 0.075 1.0651 11.0091 2.4331 31125 22188 .8180 1.4063 1.4063 1.6445 O
8 2.75 13 0.090 1.3093 13.1163. 3.0975 3.1251 26648 .9851 1.4075 1,4075 4.3636 ,.Cl
12 _ 0.105 _ 1.5676 15_.2362 3.8091 3.1176 3.1093 1.157.7 1.4084 1.4084 5.0769 1
16 0.060 .8451 10.4570 2.0750 1.4117 1.1117 .5008 1.1124 1.1124 2.4233 0
" 9 2.25 14 0.075 1.1152 13.0196 2.85.11 3.4064 1.3906 .6285 1.1133 1.1133 3.0233 C
13 0.090 1.3451 15.5411 3.4536 3.1991 1.6699 .7573 1.1142 1.1142 3.6209 0
i- 12 0.105 1.5676 18.0335 4.0074 3.3918 1.9477 .8863 1.1117 1.1147 4.2137
14 0.075 1.2310 20.2938 3.3389 1.8816 3.3179 1.0328 1.5695 1.5695 6.0119
1 Q_T2
3.25 12 0.105 1.7962 28.3911 5.0720 3.8834 4.6510 1 4546 1.5718 1.5718 8.3924
F 14 0 075 1.2757 26.0959 1.1159 4.4016 1.390fi 6285 1.0161 1.0161 4.0818
_r 12 -2.25 12 0.105 1.8826 36,2465 b.0411 4.3979 1.9477 - 9863 1.0172 1.0172 5.6985
1'; NOTES: I l Section properties arc detertnined in accordance with 1996 AIN Sperifirations for the Pefign ofCold
-
Pormed Steel.
11 Material conforms to ASTM A446 Grade.1)(Fy-55 ksi minimum)with GO galvanized mating,or ASTM
8570 Grade 50(Py-55 Its!minimum)bare.
0 h.pertains to deflection detenninatfon.
U S��pertains to stress determination.
f 1 Y axis propertim am for the full unreduced section.
i
HR-36 26&29 Gauge Cladding Panels
See architectural panels section for 18-24 gauge.
ZINCALUME
ITWce the Life! I-4-72'--►I 11:..
H Long-span capability-economy in design.
f 1 Custom lengths available-no end laps.
( � Ideal for carport,pole barn,self storage,or
agricultural construction. _
Grade E high-tensile steel panels in 29 gauge HR-36 Section Properties
and 26 gauge with several coaling options: Gauge wt. s+ I+ S I
• Bare Zincalume" (INW) (in'In) (in'm) (i�'m) (in'ffl)
• SMP(silicon-modli�pd polyester) 29 0.70 .0600 .0567 0638 .0598
paint system 26 0.95 .0909 .0818 Ll.0898 OA51
• Polyester paint system
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ASC PACIFIC
J Building Solutions in Metal
Sacramento 800 726 2727,916 372 Gfm rAX 916172-7606
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Taroma RM 733-4955,20G 3R3 A955 FAX 206-272-0791 Salem- 800-336 1509,503 3fi2-MAR FAX 503 362 8834
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i
HIS-36
i
1
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1
FIR-36 Allowable Span(rl-in) HR-36 Allowable Load(LBS/FI') '
Gouge Span Loads(PSF) Gauge Span _ l.oads(PSF) -
Condition — Condition
10 20 25 30 35 40 _- S_0 6-0 7-0 8-0_ _9-0_ 10-0 11-0 12-0
S5 f 12.0 8-5 7-6 6.9 6 4 6-0 - 33 f 58 40 29 22 18 14 12 10
11180 8-0 6-3 5 9 5-5 5-2 5-0 U180 40 23 15 10 7 5 4 3
29 DS f 12 4 8.7 7-8 7-1 6-6 6.2 29 DS f 61 42 31 24 19 15 13 I
Gauge 1/180 10-7 8.5 7.8 7.1 6.6 6.2 Gauge UI80 61 42 31 24 17 12 9 7
TS f 13.4 94 8-A 7.7 -7-I 6-7 TS f 71 50 36 28 22 18 15 12
U180 10.0 8-0 7-4 7.0 6-6 6-3 11180 71 47 29 20 14 10 8 6
5S f 14-8 104 9.3 8-5 7-9 7.4 SS f 87 61 44 34 27 22 18 15
U180 9-0 7-1 6-6 6-2 5-9 5-7 0180 58 34 21r34
14 10 7 5 4
26 DS f 14-7 104 9-3 85 7-8 7-3 26 DS f 86 60 4� 27 22 18 ,5
Gauge VI80 12-I 9-6 8-9 87-8 7.3 Gauge 11180 86 6044 24 18 13 10
TS f 15 il 11 2 10-0 91 8.5 7-9 TS f 100 70 Si 31 25 21 17
I/180 II.3 90 8-0 7-9 7-5 7-1 11180 100 67 42 i 28 20 15 II 8
NOTES: [I Steel conforms to ASTM A446 Grade E Fy-86,KSI.
I]Calculations based on 199F 4151 Specifiralions for the Design of Cold-Formed Steel.
I ]For wind loading,multiply a.awable load values by 1.33 or allowable span values by 1.15.
I 1 FOR SPANS OVER FIVE FEET,PLEASE CONTACT YOUR ASC REPRESENTATIVE..
I
i
f-Load limited by flexural bending stress
L-Span
Uxxx-Load limited by deflection
SS-Single span
Support TYP
DS Double span
'fS-Triple span _
Or
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J
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C-3
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ASC PACIFIC
A BHP con1pally Buildigg Solutions in Metal
I,)ASC Parifir,1-r. April 1993 Printed in t1SA Revision IOM (PSI66)