InitiallyGood ADDRESS:
\records\microflm\targets\building.doc
IxspscTIOl1 MICr
Citi Of Tigard Budd!" Departwm*
13125 NN Ball Blvd- Tigasrd, Oregon 97223 ✓�-1/�./
Inspection Line (Rea-o-phom)s 639-4178 suninosn Phones 639-4171
In-spections_
meting Plbg. Dnderntab Mach. Rough-in Appr/Bdalk
Pound. Plbg. Top Out Can Line FIxALs
Pont/seen Btruct. Ban. Bower Framing C-BlDdg- _Poet/oven Mach. Rain Drain Insulation -plumb,
Plbg. Ondortloor Nater. Lino Gyp. sd. -Noah.
Date Rnquantods���' _ Tues /1 pM
Addreeo s— 2y �� _ Permit Os
sssilders
TBE FOLLOWING CORRRCTIOxB ARE REQUIRED:
C
PAZi
Inspector Data$ / v
APPRrVED DISAPPROVED APPROVED BUEJxt'1 TO ABOVE
Call For Rainnp.
CIT' OF TIGARD
'00MMUNITY DEVELOPMENT DEPARTMENT
13125 3W Hall Blvd.Tigard,Oregon 0722:1.8190 (503)6394171
}1-
..,i..NSU 0r WOR,,-k. -At
...Y„a i;, ..�� l i.a'4::,. « ��..;rf`�: 4 :3�.f;.i.)�ll.'. . . �t �'!•' z' fir:-;:..
s e
r.«�,:.r�-'i"ii'w�: :rt'=+ti- L•►A�#ih7E=:4'i. e �T Ni1F N :�r(=:{-� ��a i E:.f.>.
3.,hT+ 1.;; ,.. .�. f2i_(�. ,csE if►e-!::(4'.-.r-___._... _ _ i�lt.G?tri�,�.ii.. ......_...,...,.. ..,
u f. (..r)-r: , , ;,i i , r : r t. F i E? Sill 1.11 t,E..
t_thiIT'!J,a ("ttiVf: f t fi, r jR (at_RM: hiNOIC.:r,
E;r-: ;i c 1 i r '._ !<. I,...k.. i��al' i�tJkt�z ►.at i?i1.1"i'�i.
13000
I1Ut�,t ( 4iHr'lau( ''� _l G'::i'::, ri.a .J" ifrLy X4) :yi.7iiiaR►,:".'
t ypp : In01-tnt y JAL ,�,
4. "1.5 i-i +i e t r"5v 3
.d�Vt?�'�^��'r �� �1 ;,df.i�.,,. `� i.4..�v- si»i i i.: F•�{_,
+sit is issued subject to the ir#14 dticn4 contaii,eu ii the iridI irSpp,::tx01)
U Zede, ntdE! 0` Qr#. �pvcIilty Cord anG all other
,ppliastic caws, All aver« will W dcnv.. rl aceardarce pith.
�{iF,aoatd pails. Thi; persit 4ii.p(pit e ' w),k i': nut °s!artnc
i0,in,l'!It days c` iRwar_'e1 01 x, rct* 1s S,:4C1naed for rerr
*jr 10
CA t'nr iTic%ertiu . E,3c)--
131usw",aUwd. PLNCK/RCCT # _
CITY OF TI V ARD PERMIT 0 _
COMMUNITY DEVELGPMENT DEPARTMENT 7'pr,Oregon 9n21 _
(M)6"4171 DATE: ISSUED
T. JOB ADDRESS: p+ad J Uy• t*'i' '9.'"s TAX MAP/LOT
r ° _—
SUB: _ LOT: —_y LAND USE:
VALUATION:
OWNER SPECIAL NOTES
NAME: _ /� ✓�'%;` Jc./�' i"r/"?• REISSUE OF: -- _
ADDRESS: _ L��t' Ssyt�_ LAST REISSUE:
FLOOD PLAIN/
PHONE: SENSITIVE LAND:
CONTRACTOR APPROVALS RE IJIRFO
NAME- _ _ iC—�.�'' D T i��i��r X04* PLANNING: ------
} ADDRESS: �,�Sr/d ,�/, ,Cd �J,�^ ENGINEERING:
i ee
FIRE DEPT: ----
PHONE: S �J� _____ _. OTHER:
CONTR. BOARD 0: .S_ EXP DATE:
ITWS t EQQIRFD
SUBLONTRACTQRS: PLUMB: —_ _ __ LIST/SUBCONTRACTORS: —_
MECH: _ BUS TAX: _
ARCH ENGINEER CALCULATIONS: —�—
NAME- --__ -- ---- TRUSS DETAILS: _ --
ADDRESS: � --- �� OTHER:
PHONE: --
PROPOSED BLDG. USE:
COMMENTS:
APPLICANT S G U
Received By: _ Oat.e Received:
PERMIT k ACCT # DESCRIPTION AMLIUNT AMOUNT- PD. BAL. DUE
10-432 00 Building Permit Fees _
10-431 00 Plumbing Permit Fees _
10-431 01 Mechanical Pe,mit Fees
10-230 01 State Building Tav (5%)
Building
Plumbing
Mechanical
10-433 00 Plans Check Fee
Building
Plumbing
Mechanical
10-7.30 06 Fire
30-202 00 Sewer Connection
30-444 00 Sewer Inspection
25-448-02 Commercial TIF Fees
2.5-448--04 Industrial TIF Fees
25-448-06 Institutional TIF Fees
25-448-03 Office TIF Fees
25-448-01 Residential Traffic Fees
25-44805 Mass Transit TIF Fees
52-449 00 Parks System Dev Charge (PDC) _______�_
3i- 150 00 Storm Drainage Syst Dev Chrg
24-445-01 Water Quality (Fee in lieu of)
24-445-04 Water Quantity (Fee in lieu of)
TOTAI.
nm/3587P.WP1-
C,
p 1 1 C E O
e a'
u
O O u
c °
e
V e d h D M ,\L� D A e w _• L
w r •
V� C C !m .. i yA w G G c
a E aN VA O O�'w'M r C p e 4 D O ^ A O ° E° A o C M
O C V ] O H«Q C L N L « a L O L a L N rC N L n L V V C w 4 U
w U C 90 _ E O ,.,E q H n rw°p N o� H C N R y ^p ^ q ^$ H y H`
< 6 p 6 O N N O O n C • C • O jj C C`• C G L p I'DM D a w C
c a m rv - u c yyx y a b 3 r yy u E u w y u c u 4
cr
V a t- Y m y „ ^ Y C► y C C M E w C w C O C
o A a w j e g m c f « _o S a o s L u
_ u c w SL Lf t7 + n L w `u `- u 4n oc �,
c or 8n "EsEa a m °' ° ] a �] s ]] o as $ cp o c o o Z
o O a o c�«E n° o ' i i o g � o Q Q Y E 4 v a � A m O
>o .�w o w t a o w o o a n n o n & n y w a n m aC
g pp o c _ _ . o
O C =G•t "\ *fir l7 0 ,;P o ;r7 .J CJ • .J(J ,y V1 »^L lJ
I� O w0 O O�O z 3 rJ r! C u V pU o.
m OC«
LL „Vn C- CCCIII ]O ]O ]O JO ae ] • ] O eu Xw QU e
VO pa ± n On oV E �r ?u,p
L E ec oAw °;js o �-' Qr>• C r'. a� 2ar E car m Ca„ oo.« ^,t ut £ um a« no
c E. eoe a« nm n« °o E Z NA eNA ow a e�E< .ti°r^ Na rvA Q
n o L.f. a° �i r_ rvw Na rvc N� '� N- a a o«
a N o L.- Y w ` a m e a a t5 c c t�c M- h- ""a E,• t5 c u o O
.r a - e no moEsP :.7c tic t7o E �c -L3 E tb o o r
E r o 0o m o E 9o� oc •.
q a m m G' oL� oo •o a eo Eeo e $ > q c._ r nu ao
E a w o iu gu a o nu t8.2
o m I ea E C o E o ]C
J E q �1 ODeCiC O O L>w �' C r C w r F w f r• a wee a I!'
we «tl a wetc
R puy n U a L� O Q> n Y _e°
Z e m w V,Vj O lo.
e P a V a°V a T w \w G H 4 e C C !0 q 0 E w Z >•a �� A q e^ D^0 0
A e „uq 4 e ec c m_ H-r o ca-o o!r_• of w E^ oeu r.:u J
y ,c OoeEen E p_ o-o B' o a-m a-o a-o o a-4 =a
.a...o«-v co cou c u .:c xcpu x:o u `°u cel EcEo n.� n,� t`�-o M".
p�•ttEn„�^n M o00 a0« oiw en°o V w Eavow Eq vow t,ow bw qw Eo o° u 4 u a
o oo mo = oA u t•Fv uew 'ruEe sE�O rEm 8-6. >Ea c >Ea u au goo- cOQEp cE s � T
ML.d F w >E > �= a CT g$p aYY v c > P ,Qx v c C c c N a c c C r a 3 �j1, a f o y N a o c N a a o
wR Cp Qn�N�.OV Q6Vry LL oa o�� loo "'oaoo rro <°O X400 o�' oc fG \ro C m off
° oo�uUocp�mynn�, y-;•� <vu yOu�O;y_u O_��++Nu �; rvu ��++u �+^u�Hrvu ua ua Oo l7t9 �Lrvu�yO_u
°oven-
acocMeo=f N: N Mc yar'ci�Jo c yii bio i' b_ c yla„cJ _Ca cm�� $$ya
_o o p! o-p c o m m U !;-i yi+�U S^P•. _. p U n u U p . u 0 U p.• V
I e O O M O O(iLL_«w� 2 UV mL'1.^�mL V�Z]mL VU o'ml+.uz O]mI 11?m V zN YU Ofn`y?e e °O z O o� �� m Jf OM iYMN
�oc •Se4ry-�. co, ;Y=>;i�.�i�r��wiV.�Ywn=>?�”�a��”Ro>e Mm�Yw=?'0����b'�']'��'aY`uo� �L' YeL'bYiL�
w'c o E �uc� wZ� pmaY/o�a mom�.mO EmamO�mo.MD�Ema Mam�nOmaI1NW\�mla Vf O�m EOSvi Fns cmM mom nmO.MOm O.M
gL0 o%o ne Ci &C 't wo �.../
t o •- m ^ ^ y
1
A u u c A g T N w rp V
C c A ° O 6T °u o n h Ln « N C L
L L E t u F n n l7 w o A • V J 2 c° J m
o ;N w W o w
S f n e o Y< w o g O I _ �-
a \
Qt H a °a v E s� a a $ $o $a �_ a °c o $
o o c T T N N c N 3 c,� o m p p y a c-� N �-
G fE �E F a ar \pA _ H ^ uE O 4u u cE4 8 L U
C G R "6 N W A a A N n p C U o �• E L
L L c E e A E« F a a a m U 2 lo i ..E a O
p c mEq y eI n A° A= Z G� a �°�AE�� e' 'o O
o u ! oL -w m 3a YE g ouo pu o �aD.c c W
u� c _� H ��� o O c e� u cmc O ac g.E EE C�, o a a
LL Hbc �,� E GS b4L no oL�a cQ vTi;�`�M ° O c Eu 5 E� c ytN7YtJ $$�^I� v u Z
C7 < ^ S 04 m2 3• } R 29 m ° F g an ow m u O
° ea d e ^ o «� p < a ^ pe an 04 r o oX a o u 5 N^ nm o
E i E L < v �y $ a S o w > 2 ± p o c u a e op
U r: r
63 t7 ��] 3oE r �W� cc �c�m m o < c p yc �” �.F t4r�ol E
N c u. 4 '� LL o U s r' e w 4 `q G 3 C c o O g c' s ] Q
O 666 w e `w « r A A a 0
cD � v 4� L " h. ur oc "' m Yo bio aou < eapt3o a° oo a««go a6 >. rye° n E Q
wL O o a OV l7 u• u u°u ui• �CO V OL nV O V O O tl it
W �m E Eu ero E w .�pi w w5M rr- m$G w> w
v k 9 m ee o o�su tf u. u w wm ee S E L ca E L a ae 3
a o `oc°° `o, < aQRLL O 9 yO°t co �'q�o a 3«�B—V;-E� � ¢
m a
} o Eip! o m6 °w° me«C rp= S� c a c as tq y�p1 o«O$ awr u O
..v «ob- �uy;' O .. e9 riwg]< of M «E 4�iMOCc mSV�. „a_E a H LL
Z E v'lo ob I cm u7 g`ceQ eg(;J� c < wv�o �nT�goe� a 4” sg =`q CP° a w�o�g�L��yE o e Y
ac¢ '-T°4 u _ t�gp toxo -$.Secu 1_ w� Er 3- Er� a
u- a Z opr'o E o o Fa oEo EE gp r E n O
Q i ::.is rp c Q .^ aug m
U `e E is E o i -e i7oe f ee oa o e° o. Ca ^n •ia 1ca
n =_ v >° A cot ocs �_ x� � _ e^
•-- a T_o LL c`w a o
e a e QQoo w m�8> m- > a°op E 5� a� tog > N=o EF. ACa t� E
° NC C Gr CNC C O C N`�r>'UNe C t1 t'J� R:� C9_Op� u. Ow bV°,ggO �LL fpr` W 4wUc Qn Or e
L7 Hu O$to-,o opo mo H o u, Lp: mc7 L7` O• Ti 17 o.Y 0. to O. °' LN �° i
Ll 7 a 2 l7 Pl o }. 5 '^2 w E
? Li4 E,`, of vappugeau2 P Ve. n a U m CLie7 C� =tya QC) C 1ppl�mmtl
,C t7G oLy U =t U u I 1'C ZPU.0? ct 6 7m mAu =Naay \3" tL/1.`I'� o� prti� �ao V o •
• *mQ��O mV 4-a Ymcf Jlyy �Y ee r Y Oii Uw x CU 11 x•= U A O e �� Y� c:.• {,$ E E
m7 FE 070 =,Eiy $ S�t «t Awa w a� °ga »q �y� o; O r.
�> e� a rcwc Y �• T> cM aYKea�Keo Emv o, A• o a trit5u 8 o c
M 04 VtiL n5 a�.t O::mf �0� fJWmm0W mM0W mH Llm 3F-N Vm�rmoSm LrN Cm F-N NQpt•
OL) v Oa
N N N r•'f - ry r. U V E G
c---CD M Iza Es ND-24A-CAP
U.L. CLASS A SLOPE RANGE.- 0" to 2"
SYSTEMS11V FIBERGLASS ROOF SYSTEM$ NA15ABLE DECK
xw
TWO LAIF-IS CONPI-Y A-IV 2"
SE, '470 ;,OOFINC ASPHALI
3 4
ONE IAIF" CONBASE W-I IV
MECHAN CILLY FASTENED
.001, 19*
ON.* LAYER CONCL AS COW
CET INTO ROOFING, ASPHAt
9"
DI.YWOOD DECK
2,
I HEAD iASTENER (10'At)
•7
APPLICATION** MATERIALS
THE ROOF DECK shall be firm,clean,dry and smooth for the application of rooting materials Plywood sheathing MATERIALS REQUIRED PER 100
shall be supported on all edges and property nailed Ply clips are nut allowed. cross blocking in alicwed SQUARE FEET OF ROOF AREA:
CANT STRIPS shall be nailed to the dock with proper length mechanical fasteners placed 12'on center
CONBASE W-1 IV base Most shall he applied at right angles to the continuous joints of the surface to be fooled Mechanical Fastenorn As required
Base sheet shall bolapped Von skies and 6*on ends.Lap sothe flow ofwater is over or parallel to,but rover against
the laps.Extend two Inches above the top of the cant strip at the bass of wells and varlice!surlecies.Mechanically CONEASE W-1 IV, I Ply 25
fallen 9'o.c.on the laps and stagger two(2)rows IS'c.c 12'distant from each edge Alternate:Mechanically
fasten with approved tapetstaple method Flom of tape shall be 12'o.c Staple spacing shah oumply with
manufacturer's requirements. CONPLY A-IV,2 piles 22 lb
EMBED two(2)plies CONPLY A-IV in shingle fashion,lapping 19'With a 17'exposure.CONPLY A-IV shall be Asphalt",plies(2 @ 30 lbe,) 60 the,
topped so the flow of water is over or parallel to,but never against,the laps. AN end laps shall be at least 4'and
adjacent and laps shall be at feast 12'apart Asphalt,surface 25 lbs.
EMBED the full width of each shoot in hot asphalt applied at a nominal rate of 30 lbs.per 100 sq.ft.of roof area.
Each ply shall be lightly btoomed,using a moderately SON commercial push broom,as 11 Is applied. AN plies shall CONCAP,I ply 75 Ihs
extend two Inches above the top of the cant strip,snfidly adhered Buckles or 1`10mouths shall be an and repaired
properly
Accessories and Flashing Materials as Requi,
VALLE YSIWATE RWAYS shall receive an extra layer of CONPLY A-IV which shall beat least 36'wi,13 11 shall
extend at least S'up inclines out of valleys. This ply shall be laid on lop of bass shoot prior to application of other
plies Embed the full wines of each sheet in a uniform mopping of hot aspholl applied at a nominal rate of SO lbs
per too sq,h of roof area
CONCAP shall be cut into 12.1 S'lengths and allowed to flatten Apply parallel to underlying roofing. CONCAP shall
be topped 2'on sides and S'on ends. Adjacent end laps shall be staggered at least Yopatt Lap so the flow of
water is over or. rofialto,but never against.the laps Embed the full width of each 1248'iength Into a uniform solid
mopping of hot wholl applied at a nominal rate of25 lbe.par 100 x,Itofroof area THE FIE MUST BE COMPLETE
CONTACT BETWEEN CONCAP AND MOPPING ASIPMAt T
ON SLOPES exceeding 1-1/2'oar tool,all roofing shnil t> applied parallel to the slope of dock. On slopes 2*per
foot and greater,the ply shostasna:urfacing shoot st,mll twt'hack-nailed'to the dock as described In tho'Goneral
Requirements'section
'Belot to'General B"i0rements'for proper molt point of asphaft for slope involved
"ALL application requirements from the 'Genrini Requirements' section are considered part of these
specifications
('ONSOLIDATFI)FIBER C I.ASS VRODI 4 TS('ONIPANY,IN('. klu)l S I ANI)AROS I'RIJ I'RAKI-16111:11 1), ('Al
37
CITY OF TIGARD RECEIPT* OF PAYMENT RECEIPT NO. -93-2'4J974
CHECK AMOUNT : 10" . 43
NAME BUCKAROO-THERMOSEAL, INC CASH AMOUNT % G . 00
ADDRESS PAYME,NT DATE : 07/0( /93
SUBDIVISION t
,URPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
!.iILDING PERM —T. I L.D FFR 4. 93
ivi SW BURNHAM
lt,11FAL AMOL)NI PAID