13500 SW PACIFIC HIGHWAY-6 ./ � � •. � 1
1
' ,
• � `
' '
.I � � .
i � � '
i , w . .
I. � .. .�
I .
w
C% . � I
. i
;'�
i
i
3
� a Permit No,-,) /' /t7 cj y
CITY Or TIGARD
SIGN PERMIT APPLICATION
The applicant hereby applies for a permit for the work indicated or as shown in the
accompanying plans and specifications. +
SIGN TDCATION ADDRESS: l3S�o S4� 'SAG F-, c- 4 Y ZONING:
NAME OF BUSINESS: p'(
APPLICANT/AGENT: NcCoNticoC CCMPANY: Or-jptj PHONE::
The City of Tigard imposes an annual Business Tax which mist. be kept c=ent on all
persons doing business in the City. Do you presently have a c„i e-rit business tax?
!IES (pq NO ( ) U.L. Label #
PROPOSED SIGN: (Check as many as apply)
PE RVVE M r'Xj FRF.F�'.,'TANDING ( ) FRJMMAY ( )
T VORARY ( ) WAIL; ( II.=RONIC ( )
OTNER ( ) BILI-a-IN D f ) BAE.IOON ( )
SIGN D114NSIONS. �' / ! `t '1 _ _ EXPIRATION DATE::
TOTAL SIGN AREA (Sq. Ft.) i
WALL AREA (Sq. Ft.) :
WALL FACE:
FACE:
I Taal TP (E't)
PROJEMON FROM WAIS: 01 _
1TdI1NTNA7TON: YES ( V-) NO ( ) TYPE: NE c I rJ t�reNAA--, Vt Agc j
DOPY:
MATERIALS: aC4W--rAf C._ DISGNA-C- -4r- ;-J a3
EXQS17M SIMS: 7^,-e
AEMMSI 'IVF FxcEP-M N/A ( ) APPROVED ( ) HOF: M'Qi %
AREA( ) HEIGHT ( )
CMSENTS:
PLANNING DEPARTMENT _ All sign permits mist be a000npanied by a -cele
Permit Fee: 4. 1-, drawing and plot vlan. If w:)rk authorized u der
Pteceipt No:go Z aign permit has not been capleted within ninety
Awrvved Bv: t'L- days after the iscuance of the permit, the permit
Date: . , z �,/ 9� shall beomie null and void.
ELEMRICAL PERMIT I CERTIFY THAT I AM THE RECOMED OWNER OF THI;
RHQUI10): YES ( ) NO ( ) ORAGENT AUTHORIZED BY THE OWNER.
7
BUILDING PERMIT 1_ _C."—
REQUIRED: YES ( ) NO ( ) Applicant's Signature
LQ
cp/BKMIIffw Address Telephone
N:\WORD\C10M)EV\
-TA<c)o 11 Mc 1350o S.W. �%F:jc 4,-)Y. '1'16 AILD ,
__— — --- - --- ---—------ :E C E.I V ED
�ic��rr�►�� 5i6w1S I^ i 2 a 990
COMMUNITY DC`s' L0?ME`
45M WEST 110%EUNNF,OR E14W
5�a
40
t
�--- w Ate,,-,-
�� C�� \�£1.L�ro N �I�T� W A�4- µ0.►N 6 l ►
N. L wr t�o�S�a4. -tQt►�bN W� L °.
I N N N
A-JT) Rgw�Sr'�Rr�lSlt S ►su►�
� �� .• oas
ItJbN-
N
V toW,AA
xxz
mmm
T T T
WV1 N
� XW qL� - IZo 5� . FT
–
,�,w�
ill � 11.E
w
'• •,iti / .,
i + .B9 AC.
700 /�° / +•o s AN 312
i++
"o I I
Y \ 2 2 e
' 100
+ +i`a1 `� / /` �I N 1 a9 77 7
f
+' N. 313 n
+ G , 801 a "�
Q ., 12., 2 74
+ / P it
•
901 J
M
.4RAc we
12 a
•
MOO
0
1000 �+r // ��!r. 900 0� X5000
+. .4?Ac.
800 a .'490
10
• r \ „4800
loo + �ti s
6
`yp J+ _14 0 P
1200 4700
A'Ae °•N N+•e 7a,oe
\ •'w S 4600
cy
•10 7
eeees'9r e.14CH
INITIAL no.a 7086 lot a 1e4.e D.H CN
PT sliAlW 18090 �0 4 I00 .00 DA7CM tte.t
4 7802 x 7700 M 1400 1500 1600 O0 1800 100 is 40 1rD.e
rti Ip( 1700
J �\1 �/ ,` s 1900 2000 1 2100 101
IIp ! �W W e' 1 220
1 O Iu I
7900 Ia ! 6 r�-? „" �' 1 -- -
Lip,
�r
91 47.8] ;
8000 +J — I o.ee 2u21
21 22
a 73 1 24
CITY OF WARD RECE"FIF"T OF F-AYMENT RECEIPT NO.
CHECK A11,10 INT
NAME : NEON LATITUDEt:, CASH AMOUNT 0(.-,
ADDRESS 4 4570 WEST I I TI PAYMENT DATE : 1('.)/'29/9(')
SUBDJVISION t
EUGENE, OR ','74(12,
1
PURPOSE OF F'A'-,iMV-t,,IT om(.,)m'f PAID PURPOSE nF PAYMENT AMOUNT PAID
SIGN PERMIT F
1
C'j ,-.N r'ERMIT '-h) 108
T01"AL. AMOUNT PAID
Permit r10J
✓ 1'�► CITY OF TIGARD
SIGN PERMIT APPLICATION
'Ihe applicant hereby applies for a permit for the work indicated or as shown 1n the
accclilpanYing plans and specifications.
SIGN T.00ATION DFS
DRS: -- �-C 5 -�-t ! -" ---- ZCND ':
NAME OF BUSINESS: — r U
APPLICAN'P/AGErrr.: � --
Nr .�r,� � COI�ANY: N C-..,,L LArjtj 0&S PHONE:
The cit-; of Tigs�-Yi :*!Pan arirnial Faasiness Tax which must be kept current on all
perscro doing business in the City. Do you presently have a current business tax?
YES SI—X�_ NO ( ) U.L. Label IN
PROPOSED SICNI (Check as many as apply)
PEF WMWr FREEgMMING ! ) FREEWAY ( )
TEMPORARY ( ) WALL, (?`} ELEC- RONIC ( )
0-MER ( ) BILLBOARD ( BALLOON ( )
SIGN DIMINSIONS: / X q ' _._ EXPIRATION DATE:
TOTAL SIGN AREA (Sq. Ft.) :WALL AREA (Sq. Ft.) i ----
WALL FACE:
HEICIff (Ft) : t�--r_� r� �'y
PRp.TEC"I'ION FROM WALL: _ �k"- -•ro N A�'`--
IILLMINATION: YES ( X) NO ( ) TYPE:
C(7,j T"N 44—, f7/O-c C T
DOPY: -
MATERIIU-S: -
EXISTING SIGNS: 7Ac-u 7/M
L1t.l'� iJ!_1t111 V u i.[+C L iVI�: N/A I iCM t•x''("ai —
AREA ( ) HEI( r ( )
DEPARZMFI� All sign permits must be aeo Twjj.ed by a scale
Ppsmit Fee: T drawing and plot plan. If work authorized under
R�aoeipt No: j'u �, 6. ?2--L_ a sign permit has not been varpleted within ninety
days after the issuance of the permit, the permit
Date.: ;; L k shall. become null l and void.
E LBCIRICAL PMUT I C ERTM TI IAT I AM THE REmRDED OWNER OF THE
RE)QUMD: YES ( ) NO ( ) PROPUM
aOR�AN ENr AUITMIZED BY THE OWNER.
BUILDING PEC -—
REQ : YES ( ) NO ( ) Appli is Signature
cp/f3MPFIM Address Telephom,
N:\WbRD\COMDFV\
'Chkto
�'1 ME 13500 S.u1• �A{���c �'(. "hb� � �
ECEIV D
T Ii 990
a s16rjs COfdl NITY DEV LOPMEN'
TiTA-
, y P` u.
tL
F�
� .
i I
Iz�
��
pa
� ,, ,\, 'F3art� S16NS Ip�Ttc4t--
ri- b
S A+0 TR AN t"W ILIN
S N'-
� ; IN ArTT
see
fiN
n
��. W 44,L " r0 oil. rT:'
MEN1 NO-
RECEIPT OF,,-FfAy T
'I I,y OF, CtjEC_. AMOUN
NEON2 9/
pAyMENT DOTE
XW)RE'S'S 40-7t.) 14F43T 11TH CUrID I v IS 1 LIN
FlIGE141'.-, OR 9'74f'
I-AYMENT AMOUNT PAID
i -ijF-T-OSE OF PAYMENT AMMI or
F,FARM I T F
� A � ry• X +.c.NG.
700 sr s0 ��R, \\ '?C
--
ICY 8-914C. / ���,'' / \ °
0�.
� , 1
N r� o
801 \W Q .69Ac. tro
r 2 3 74
p �\ �,
901
= I .42Ac.
in r r��
l
/ 10
900
1000 � 9� Vie► cy
' 47Ac.
S.w;4,�s W /9 6Ac. \� i
rKiNs 800 \
>0 I
v 1 100 \ ti
I ti` /094c
0
° C
J,
122110 0
/
.6.?A c f tis
cr, f�
Ilk
m
�0 _- 3619'51'W 6 24C
NITIAL 11004 7Q 66 109 3 264.8 3.9fCH.
JT 589°39'w 6c 9J 4 I00 00 3.41CH 22_62
1400 X00
r 7800 �j 7700 n N 1500 1600 1700 1800 1900 S
n
r 2 �y
2000 �+
N r J\/ \J = b
N
W W
110 ,T h ) c W W W
7900 IIkrJ o" r 1 Z w
J
�� Cr-'ol° I = J a
r = �
43 83 I
1 I c
S. 8000 '?� `+1 09.85 100 , I _ 2 U 21 22
so iMti m� 312 r
100
(/ N DO
o
989 �3t s
c/ NV / \ �� 313
.56.
801 i22
"
C.
o \ )
P i 07, 'PO
c
P
12 w
42AC. '�; 0,5100
Y d
so t5000
900
0 .47AC. �' ?� \e x"490(
98AC. / 800
\
2334-, \ 10
\
4800
�i tiP cti 9
—74.08
� q:5 cam\.
sle J \ 470C ��m s
f
39.09
N
,t*�ti• a*0*�k o 0 4600
z / n 7
r � _
$080 554 6 24C ///
–___–._ x91.9 l.99Cn _ a.11cN. x:ex ,-0 nD.s
L14
1L1 4 ioc 100 l00 100 118
110
1500 1600 1700 1800 1900 2000 2100 220
i
� h „n h r r I r r tt 1i „ W
_
1 ,o0 1 100 1 2 0 21 22- 23 1 110 2 4 0j4
q Y t .a/�^ �I,� yA " lL;`�E��}�•��h�ht1, _„�.7�=',,Q. ...�•t=�i��.�+� ..; �1
V` s ,u', -w.4 • .:Il �rjmp >w;` 4) ::..
%I r MIS W
.A
� R►�,IIcA.r�'W OF OCC ;,
CITY OF TIGARD
OREGON
Owner: Taco Time Permit No. 880264 !h.
AddresOldr: Oregon STructures 7822 SW Capitol Hwy. Portland
Building Address: _ 13500 SW Pacific Hwy. 9 7219
Occupancy: A 3 Land Use Zone: CG Bldg. Type 5N
Comments:
t• Certificate is hereby given this 2nd day of -June , 19 88
� i
that said building may be occupied and that it complies with all t.
requirements of the Building Code for the City of Tigard, as approved
. by the Tigard City Council. ��.* �
Fire fept: Buthiing Inspe
�i
� 4
Building Official «,
Pok Certificate in Conspicuous PlaceVp
a •)
:4 Aff
WOW!M
R .
L:`1 '` � ,ter 1�.��..�,".T.�y"�"M'�'�-s' ;.i.. - 7•. ., i � ., L ,•�syt._.. /.tM�
t .
INSPECTION NOTICE
City of Tigard Builoing Departmen,
P U. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection ----
Date Requested_ 6'—,"9 Time _.A.M. K P.M.
Address �� Slit./ C /��Y Permit #�
Owner Lot #
Builder _The. following Building Code deficiencies are requited to he corrected:
4-
Presented to ----__-- r Approved —
Inspector Disapproved
Date --
CALL FOR REINSPECTION
F I YES LJ NO
FIRE PREVENTION BUREAU 37071T
OFFICE OF FIRE hAAPSIiAl-
INSPECTION NOTICE
OWN E R ---- _ ---- --- ---
�.� ;,Vl e _OCCUPANCY___ / -?
OCCUPANT
LOCATION S ��
YOUR ATTLNTION IS CALLED TO THE FOLLOWING FIRE SA Ty OEFICIENCI 1
FA'AIIVaE TO CORRECT tHE ABOVE CONDITION! V/(THIN DAYS WILL. MAKE YOU LIABLE TO PROSECUTION SNOULE` FIRE
"r
UNq Q
AOVISION! OF
RElVLT FROM SUCH CONDITIONS YOU 6101Y BE LIABLE FOR DAMAGES TO PERSONS�R.�/_ "t
one Ate 190 9Y `'-i .�.-.
i
WASHINGTON COUNTY FIRE (DISTRICT#1
20665 SM. 81_ANTON STREET 649 N577 PRESENrED TO- --
ALOHA,OREGON 97006
,ilpm 001 IU
FIRE PREVENTION BUREAU
OFFICE OF FIRE MARSHAL- ��0��
INSPECTION NOTICE
ti
OWNER - --
�'" OCCUPANCY ____ -•
OCCUPANT
LOCATION �� `S It",
?/
ETV DE RICIENCIESt
_--
YOUR AT TFNTION IS CALLED TO THE FOLLOWING FIRE S"F
�1i/e i70-✓ /'��9 L _ ---------
1 T7
t-;
J fSi
CPOS ECU!.IOw SHOULC` cIRE
DAYS WILL MAKE YOU LIABLE TO ROVISIONS OR
FAILURE TO CORRECT THE OP_OVE CONDITIONS CF_RSONS Off.-'P- RTY
RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO
1
BY �—
ONS 479 Ion FIRE M SNAL
WASHINGTON COUNTY FIRE DISTRICT #1
20665 S.W• BLANTON STREET PRESENTED TO
ALOHA,OREGON 97006 649.0577
FORMi.00 - AO _.._...-.��.....--..... __,....-........,.....___.,.,......
CITY OF TIIFA RD
April 21 , 1988 OREGON
Oregon Structures
7822 SW Capitol Hwy.
Portland OP 972.19
attn : Jeff
re : Taco Time, 13500 SW Pacific Hwy. Plumbing Permit #880260
Dear Jeff :
As per our telephuie conversation, please remit the $65 .00 due for the
rain drain/storm system and water service for the above described job.
Reinhardt Plumbing has paid for the fixtures , and they have stated that
you are doing this site work.
Please reference your payment to the above permit number. If you nave any
questions , please contact this office.
Sincerely,
r
Julie D. Ouellette
Permits Clerk
cc : Reinharat P.lbg.
1
13125 SW Hall Blvd ,P 0 Box 23397,Tigard,Oregon 97223 (.503)639-4171 — --
i
FIRE PREVENTION BUREAU
OFFICE_ OF FIRE MARSHAL_ 3 66 5 5
INSPECTION NOTICE c,
OWNER __ _ _ --- DATE
OCCUPANT_ OCCUPANCY
LOCATIO
YOUR Al TFNTION IS CALLSO TO THE FOLLOWING FIRE SAFETY OEFICIENCIESI
FA�i.UpE TO COtiRECT TNF. AROVE CONOITIONS WITiUN DAYS WILL MAMF YOU Lt(f�)PL TO FR05tCU1'10 ' SHOULC F'M[
RESULT FROM SUCH CONDITIONS YO'/ MAV BE LIABLE FOR OAMAGFS TO PENSONS 0'P Op Rf'v VNO R P 0V1S10NS OF
ORS 470 190 By 1
WASHINGTON COUNTY FIRE DISTRICT 01 J FRE \
20665 S.W. BLANTON STREET
ALOHA,OREGON 97x106 649.8577 PRESEI�I�ED TO
� 1
FORM 900 , 40
Permit No. -SE 6-88
CITY OF IIGARD
SIGN PERMIT APPLICATION
The applicant hereby applies for a permit fur Lhe work indicated rir, as shown
jr, the accompanying plans and specifications.
SIGN LOCAIIuN ADDRESS: 13500 SLJ Pacific Hwy — __ ZONING: -�
NAME OF COMPANY: _ Taco Tim --
APPLICANT/AGENI : Nathan Rankin �Blazi ___f,19_3262 —The City of Tigard imposes an annual Business Tax which must icy kept current
on all persons doing business in the City . 0o you presently have a current
Business Tax? Yes _
PROPOSED SIGN:
PLRMANENI ( X) FRLE:'TANDING ( )
FEMPORARY ( ) WAIL ( X)
BILLBOARD ( )
SIGN DIMENSIONS: _816" X 3'2"
T01-AL SIGN AREA (Sq. ft. ) : _ 25.5 sca•f�„_
WALL AREA (�'q. ft. ) : _ 11.05 scl.ft.
HEIGHT (ft) : N/A _
PROJECTION: _ N/A
ILLUMINATION: YES ( X) NO ( )
copy: _ TItCC? TTb1E (no readerboar("______—_ ---_—__ _-- -
MATERLAI_S: ^_Channelume Plastic Face__._ —
LXTST ING SIGNS:_ None —_� ----- - -- -
OTHER PERMITS REQUIRED: YES ( ) NO
COMMENTS: Sign will y_on West face os >�il na _..__�.__------------.---
PLANNING DEPARIMlNI All sign permits must. be accompanivd by .+
PeriniL Fee: $25.00 s(-alp drawing and plot plan. IF w(Jrk
Receipt_No.�__31202 authorized under- a sign permit has not be-cri
Approved H DS - _-- comp lc Led within ninety days after Iht-
8 f the per-111i t, !.tit, permi
hate:
is"uAnce o
_._. --- - _-�. bocome null and void.
I (:F_R I�lF Y THAI AM f I I! Pl�' Rl)t l) OWNER 0I 1111
PROPLRT OR Kt,F.NT�jj U 1t) /LO F1Y 111[ UWNt R.
A p icant s nate
Add r•t s s 1� I r pl� mr
DA;:bs6Z
Per-mi t No. •5p 4.5-88
CITY OF 1IGARD
SIGN PERMIT APPLICATION
The applicant hereby applies for a permit for Lha work indicated or as shown
in the a :companying plans and specifications.
Sil',N U)i:A I LON ADDRESS: 13500 SW Pacifie�l3etx�__ --------- --
ZONING: C-G�
NAME Of COMPANY: Taco Time- — _----- -- --
APPI_[CANT/AGENT : Nathan Rankin Blaze Sian 639-326
The City of Tigard imposes an annual Busi.nes1)ulax,U hick illy e kept current
current
on all persons doing bc•siness in the City . l F
Business Tax? - yes
PROPOSED SIGN
PLRMANENI ( X ) rREESTANDING ( )
TEMPORARY ( ) WALL ( X)
BILLBOARD )
SIGN DIMENSIONS: 8'6" X_ 14"_ & 3' X 1' _
TOTAL SIGN AREA (Sq. ft . ) : 38 sq,fl_ �_
WALL AREA (Sq. ft.): _260 s9-ft-
HEIGHT (ft) :
PROJECTION:: Nf A —
ILLUMINATION: YES ( X) NO ( )
COPY : _TACO TIME Plus ReaJerboard `-
MATERIALS: 1.) Channelume. Plastic Face �1 Alumin�nn_ -
E_XISIING SIGNS-. None --- —�
OWER PERMITS REQUIRED: YES ( ) NO
COMMENTS: _ Sign will qQ on West f,2CP_ of atranrM ar`'hy;ay --
PLANin NING ul:PARfME:NT i11.1 sign permits must. be accompanied by +
PLANNI Fee: $2MENI sc.alu drawing grid plot plan. If wt,rk
Receipt Nvp___3j2Q2------ rruthar•ized under a sign per-mi t has nut lcc-c•n
A rovecJ B CompleLttd within ninuLy days afLor 1,tv,
Date: issuance of the pcIr•mit, lhr pni
c�ril
__ 9L7�8@.___-- --------
became null and void.
I CER TIF Y TF 1 AM lilt RLCORDF-D OWN1 R t)1 I I ll
PROPE Y O At;t till RI ZED NY lilt- OWNI R
pplicanL' s iyna re
Address tc lcpl„ nc
ung, hs67.
Permit No. S_P_44-83
CITY OF IIGARD
SIVN PERMIT APPLICATION
The applicant hereby applies for a permit fur- the wor-k indicated or as shown
in the accompanying plans and specifications.
SI�.��1 LOCA1ION ADDRESS: 135500 SW Panif;e fh�ty. --- -- ZUNLNG: Com_
NAME OF COMPANY: Tacr.) Time — -
APPLICANT/AGENI : Nathan Rankin !.,aze SigIIq 639-32fi2.__---.
The City of Tigard imposes an annual Business Tax which must be kept current
on all per ns doing business in the City . Do you presently have a current
13usiness fax? Yes _-- —
a -
PRUPOSED SINN:
PERMANENT ( X ) FRLLSTANDING ( )
FMPORARY ( ) WALL ( X)
HILLBONRD ( )
SIGN DIMENSIONS: 8'6" X 14" & 31 '
TOTAL SIGN ARIA (Sq. ft. ) :
WALL ARTA (Sq. ft. ) : 260 sq• __—
HEIGHT (ft) :
PROJECTION:
ILLUMINATION: YES ( X ) NO ( )
(;OPY: TXXI TIME Plus Readerl�?Qar� _
MATERIALS: _ 1) Channelume Plastic Eace __2L A1►anirnun —
LXISTING SIGNS: None —_._ -----�_ --------___- -
OTHER PERMITS REQUIRED: YES ( ) NO
COMMENTS: Sign will g0.on La5L-f are P£ entrance archway -w- 1-�—
measure 3 ft. by 7
PLANNING DLPAK TMENI' All sign permits mu ,t be accompanied by a
Permit Fie — 2',00 stale dr•awirrj ..Id plot plan. If work
RecHi.�t N_o. : . 51202 wuthurAzed under a ,ign permit has not been
Approved H LIS _ completed within ninety days after the
Da to: 4/779-9--- issuance r.,f the PCr•mit, the Fie rIII lI -it 'Al I
bocame nu I 1 Arid vu id.
I CERTIFY TPA I AM I11l, Rt I.0R01 1) OWN1 h IN IIII
PROPERI,Y O- A ' �A IIORI /.LD IIY lilt r)WNiR
ppl r- nt' 113`i ia1.uI,P__.—_--
nddro"-i _- 1, Ivp1,„rip
IlA`::btiliY
CITY OF TIG�4RD cmk�rllv PEPtil''T NO . pi (-3c)07 6 0
Ono"
COMMUNITY DEVELOPMENT DEPARTMENT
13115 S W.Hall Blvd..P.D.Box 23397.Tigard.Oregon 97223.(503)639-4`175
A�MAND
DEPARTMENT _
5
-,AC1F1c HW1:1,K
Si . j,
JOB A 0 i!5 W F -PKF LACE
Tt;
MA E T P
TAX MAP OT
AND (.ISE: NO :
S:I:'7.FC x T*EM NO TRAP
WUI--IK GI At,"l NEW WATE-34 P9101-DW Pr4VN'1'1'1
USE I'YPE: CC.IMMF-RCTAL UPIN61. IP(W I:*AnTMI,;*r1
'I YPE : VN I AVC)FIAl'Opy TPAW";,
ccup .C'174P TUB GHOWEP
u3:S:'Aw)SHEP
(;(4FIS1GE DV5P0"'--
WASHIt4C MArHTNE" SL
ou . !,.I oRIES : I-ALINDPY 0("- E)PAIN
UN I T S STNK 'RAT'N SE�WF:p loo
WAT EA1 W.Al Ll:1 1-TORM/pAlN
....................
....................
......................
f j.x it,i.i r,ri�ir, nil
WIlLter feLl%(*.I stcir,m Drily
F--E:-*4; tll.lo 00
W 1 :111110f
N
E I- -.tx I'linES top. . .5 0
R -y-AX I
......... (J THEA
C !�
N
T
A
C
T I UTAI 65 0
0
NO. 5 1.,q o e
This permit is issued subject to the regulations contained in Title 14
of the TMC. State of Oregon Specialty Codes, toning regulations
and all other applicable codes and ordinances. and it is hereby
agreed that the wo,k will be done in accordiince with ttie Diana and
specifications and in compliance with all spplicalile codes and
ordinances The issuance of this permit does not waive restrictive
covenants. Contractor and subcontractors shall have current city
business tax permits This permit will expire and become null and
void it work is not started within 180 days.or if work is suwork spended has
or
abandoned for a period of 180 days any time after
commenced it shall be the responsibility of the permittee to assure
,
ail required inspections are requested and approved.
Issued BY I 14-C,T,:f(V4 6
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE
i
I ,
�r...y�� �.�. .AYH';" �� 771 I _ ••fir... .7 ��V.i�
1
1
1�
1 q I y;�,. F,►� y�.,�
i
,1
I I W
D
X rn
1 G 00
f�.R061a r G
OR1 UE � vi
i ..
-;
QI � ww w— '
`'1 Ti
REGO
,J
6*borph A. :
A..Ivfanf Mar
CarnmunRy
APPROV D FOR
Cirt OF TIGARDRUCTION
A. I ITE ADDRESS._
co4DATE_�/
� PERMIT I�QJ _�'-jam-��� J /J �
BY
6�RACEWAY PAINTED TO MATrH 13UILDING
\N
I
r
I
COPY FACES ARE IVORY
5" MIRROR GOLD LET-R-EDGE RFTURNS
CACTUS IS ORMJGE WITH OPAQUE BROWT4 INLINES
NEON ILLUMINATION, PLASTIC FACE WITH MOWN RETURNS
INTERNALLY ILLUMINATED CHANNEL LETTERS
} ELECTRICAL: CIRCUIT 20 AMP 115 VOLTS
w -
t
Washington County Fire District No. 1
City of Beaverton Fire Department
W Tualatin Rural Fire Protection District
March 15, 1988
Mr. Jeff Schonf
Oregon Structures
7822 S.W. Capital
Portland, OR 97219
Dear Jeff, 1
RE: Taco Time
13500 S.W. Pacific Highway
A fire and life safety plan review was conducted on the above-
captioned project for compliance with the 1985 editions of Lite
Uniform Building Code (UB(.) . Uniform Mechanical Code (UMC) , :and
Uniform Fire Code (UFC) a:, amended by Tualatin Rural Fice Protec-
tion District's Ordinance 86-5.
The plans are approved subject to the following; conditions.
1. Duct Shaft: Duce shaft for the hood and ducat system shall.
have the two layers of 5/8-inch type K gypsum board edges
interwoven. An inspection of ti,,e shaft shall be conducted
prior to installation of duct.
2. Duct Extension: Detail EF/l housing shall be constructed of
steel unless Lite duct is extended to not less than 2 feet
ab, /e the adjacent roof, or unless Lite exhaust fall is
listed for a lesser o learance above the roof.
3. Drawing Submittal: Submit shop drawings of hood, du ' , and
fire extinguishing system for review and approval prior to
installation.
4. Fires toppLag: In all wood-framed walls and partitions, fire-
stopping consisting of 2-inch nominally-sized lumber or
other approved materials must be installed at all floor and
ceiling levels. Penetratiocts in this prescribed firestopping
to eccommodate wiring, plumbing and other similar utility
runs must be packed with noncombustible materials in an
approved manner so as to prevent the passAge of flame.
(UBC Sec. 2516)
Mr. Jeff Schonf
March 15. 1988
Page 2
5. Address Required: The tenon.. number must be prom-
inently displayed on the street front. where it is readily
visible to drivers at,i officers of resp aiding fire
i apparatus and other emergency vehicles.
(UFC Sec. 10.280)
6. Fire Extinguisher Required: A fire extinguishet having a
minimum rating of 2A10B•C; must be placed in an accessible
location within plain view.
(UFC Sec. 10.301(x))
Please note: Nnt less than a 40B:C fire extinguisher shall
be placed in the Litchen area.
7. Approved Plans on Job Site: One set of approved plans beat-
ing the stamps of the Tigard Building lleliartment and this
office must be maintained oii the project site throughout all
phases of construction and must be made available to build-
ing and fire inspectors for reference during; required con-
struction inspections.
(UBC Sec. 303)
B. T.nspections Required: Inspection and approval of cunsLruc-
tion by a repter.eritative of this office is required: (a)
prier to the toner of any new framing elements following the
installation of all utility runs which will be concealed
within wall and partition cavities; (b) upon completion of
._onstr-uction and p.fur to occupancy of the tenant Space.
(TIBC Sec. 305?
9. Certi.fioate of Occupancy Required: Ptior to the use and
occupancy of the project (space) . a cet•tificate of occu-
pancy or other written instrument of appro%-al must be
obtained from the City of Tigard Building Department.
(UBC Sec.. 307)
10. Interior Finish: Interior finishes shall not exceed flame
spreads of 25 fur stairways, 75 fut c,.,rridurs, and 200 for
other area. Smoke density of materials used shall not
exceed 450.
WBC Chapter 41)
11 . waste Storage: Commercial dumpsters and containers with in
individual capacity of 1 .5 cubic yards or greatet shall not
be stored or placed with 5 feet of combustible wall openings
or combustible roofleave lines. For areas containing dump-
sters or containers protected by appro%ed automatic sptink-
let systems, the above maN lie waived.
(tIFC Sec. 11.201(d))
Mr. Jeff Schonf
March 15. 1988
Page 3
SPECIAL NOTICE:
DE4IA'rIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY-APPROVED
PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE
NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS :.IS'TED HEREIN,
ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON
COUNTY BUILDING DEPARTMENT AND THIS OFFICE.
If I can be of any further service to you, please feel free to
contact me at 649-8577.
Sincerely.
TUALATIN RURAL. FIRF. PROTECTION DISTRICT
;ene Birchill
Building Official
20665 S.W. Blanton Street
Aloha, OR 97007
SSW
c Tigard Bi,1v,. Dept.
Inspector Ray
Engine Company
M
ITY/ OFTIGrA CITYvtwlilD NO . 5EG80266
00100149/86
COMMUNITY
ff5 PM-T .NO - 880"A
COM Y DEVELOPMENT DEPARTMT
Oregon 97223.(503)639-4175 V)V-11M
1312r,S.W.Hall Blvd,P.O.Box 2339f.Tigard,
LISA NUMBEEP: -J54974
""5500 .iw PACTIFTC I-IWY BK :
JDFA ADDRE593 : ARD MAPKE"T'
MAP/1-LYT
I ANO
I ca wl:a14NU :
.iEC'T10N:
WORK (:,,I
NEW
L)c ': , (-0MMl-4-I-!(`1()I--
T'J'Uripi C)-F
el,
The c11 1. Vkgr�ee%
The (.,#XPA.I
sewel"Jits)(M Ac111?llctj . I-je per,linJA, eXPJ-I.,(:P% . lvlca A(Itrinr.�y dlilrnill tit
the V)I--jJ%PPCt
thir.1 111latA101vi-
lilt sssla tile i'llifitallel-
all CIA, tiJ.V f:?1-1 :r'p
tij.(Aip
ARF-'A :
Bij:r.I LYENG tiEWIER TMP j,MpV4(-)vV--.MFN*1
I.I.- 'TYPE '11KNAN11'
TNGTA
:VX,TLjr4E LINT T 5 : Sc
.1
UNI"I'S
FN(U- OF, BLA)GS . :
------------
()
F eloo 0PEP11,13:1,
�l e tilI
W CONNI-EC-1-111IN CHARGr-
N 1-.T.NE* I'AV)
E
R
C
0 GREG 8
N OFZril'PUUT'Ll"ES co
T
R 7(12pSW CAP1J 1131 c4WY
Aor4 9'n.*:19
C Prit-0.81,11(A Ly'(.)'T*Al.-: $4 00
T PHONE (503)
0411.h7Z -
PE(*.;1,�j,T'V1A'TT.(JN NO
p E 1.PT N 0
This permit is issued subject to the regulations contained in Title 14
of the TMC. State of cod
Specialty Codes zoning regulations
Find all Other applicable codes and ordinances. and it is hereby
agreed that the work will be done in accordance with the plans and
specifications and in compliance With all applicable codes Prid
ordinances. The issuance of this permit does not waive restrictive
covenants Contractor and subcontractors shall have current city
business tax permits This permit will expire and become null and
void it work is not started within 180 days.or if work is suspended or
abandoned for a period of 180 days any time after work has
commenced It shall be the responsibility of the permittee to assure
all required inspections are requested and approved,
Permitte a a
Issued By DESCRIBED ABOVE
/SEPARATE PERMITS REOUIRED FOR WORK OTHER THAN D
CI'TY®F U ARD N 0. 3 0 5 0 3
13125 S.W. HALL BLVD.
P.O. BOX 23397 Date _—
TIGARD, OR 97223
-
Name
Address
Lot Block/MaD v Subdivision/Address
Permit #'s Bldg. Plumb Cash Check
Sewer _ a Other Other Re,— By
1 'r •.
Acct. NofT�� Description — Amount
10.432___ Building Permit Fees �—
_10.431600 _ Plumbing Permit Fees
10-431.601 Mechanical Permit Fees
10.230-501 State Bldg Tax
10-433 Plans Check Fee_
30.443 Sewer Connection_J_
30.444_ Sewer Inspection
51.448 Street Syst. Dev. Charge
52-449.610 Parks—ISyst. Dev. Charge
52.449.620 Parks II Syst. Dev. Charge_ _
31-450 _ Storm Drainage Syst. Dev. Charge
30
10.4Business Tax —
10-434 Alarm Permit
10-227 Bail _--
10.455- Fines - Traffic MisdfParking
10-230- CPTA Traffic/Misd/Vic. Asst.
10456 Indigent Defense _
30-122.401 Sewer ServicetUSA
i
30122-402 Sewer Service? ity 300�a _ {
30-123 Sewer Sevice/City Maint
30-125 Unmatched
31124 Storm Drainage
40-475 Bancroft Prin. Pymt.
40.471 Eancroft Int. Pymt.
TOTAL _ 1,—'!
DF PART Mt Ni ' r)Fy
ML.CHAN 1,("At PH.F-4m]:,T*
CITY ®F' T'FA RD PE:F1,M1*1* NO . ME080265
CITY OFTWARD
COMMUNITY DEVELOPMENT DEPARTMENT DA'TL* :I.SSUED 3/ 11188
13125 S.W.Hall Blvd..P.O.Box 23397.Tigard.Oregon 97223,(503)639-4175 P 1:11 M - PM T .NO EJ F.10 6-1
JOU ADDRESS . 1.3300 SW PA(:,j.FJ('.1 HWY
.TAX M()l*:l1I...0*T SL)F:.i MARKE'T'VILI)CIr- LA, 1:3K
L.ANI) L)5E: :
I 0'r SIZE :
I TEM: NO NO:
WOPIK (1-ASS : NF.:*W FURNAU: <100K 61R HANDL P 0.0
W-Ar" I'YPE : (:.0MMk::I4GTAI.. FUVINACE 100K+ A'11:4 HANDL.R 10K
. 'TYV+. : VN 11"L OOR F*I..JPN0(.',E' Iti.:.VAP. ['OU1 FII
A3 HEWIT-KIR Vr:-.:N'T FAN
V F."N'T V I':]N'T . S Y 51 FM
BIL.P/COMP <31-1P 1. HOOD
NO . SI'OPT.ES :
.1. .1 NC:l'NF.'.l1A*F0P(DOM
UWI-::L-I- .UNT'rs : BLP/COMP 1!5 30HP TN(,I Nr-.:P(,Nl*(')Il. ((',OM
L *T'Yl')F-.' GO A S F.31...11/(COMP '30 5 01-1P kEll)()11-4 UN].'T'5
MAX . INIF-ILIT 100000 81 1•Z/('.1'0MFl 1504.14-1 OTHEP
F'J'PE: DMPPS? NO P'I.P.LNGF.;:'T!i
HIGH I-)PE9S'7
r.ow Prmss,? YES
RE.MAPKS :
PEPMXT $10 . 00
W PI-AN PFEVIE'W $16 . 00
N
FIXTIL)IIES $54.00
s'rw F.': 'T'AX *3 P-0
('YTHER
C
0
N JET HEAT1W.,
T
R V732 SALEM :I:Nr.)LJSTI-IIAI- UA.NF'.
A Salem 0 P 5r'7;303
' I PHONE (50 3) 363-23341
T
. 01 NO. 39.111 $133 .P0
R
I*:Cli--::Wr NO.
This permit is issued subject to the regulations contained in Title 14
of the TMC, State of Oregon Specialty Codes.zoning regulations PEQUIRED INSPECTIONS
and all other applicable codes and ordinances, and it is hereby (.,AS LINE'
agreed that the work will be done In accordance with the plans and
specifications and in compliance with all applicable codes and 14OUM4—I N
ordinances. The issuance of this permit does not waive restrictive ME.CH6NGIL. . SY'liTEM
covenants Contraclor acrd subcontractors shall have current city UTHE'1:4111111
business tnx permits. This permit will expire and become null and F1 NAL
void if work Is not started within 180 days.or if work is suspended or
abandoned for a period of 180 days any time after work has
commenced. it shall be the responsibility of the permittee to assure
all required ns-,;ections are requested and approved
Permittee Signature *A-. (I
Issued By INSPEL-711ON 639-411Y%
SEPARATE PERMITS PEQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE
IBUIA-DING. FIE'RMIA
CITY OFTIFARD t-t' i:)F-:nmrr NO . : 6'IFJa026A
CITY OF TWARD
OiIOOM
COMMUNITY DEVELOPMENT DEPARTMENT 0AIL-K ]AiSUED : 2/29/88
13125 S.W.Hall Blvd,P.O.Box 23397.Tigard.Oregon 97223,(503)0941175
J01-4 ADDRESS : 13500 SW PA(:',]:F.':(:, HWY
I A1X M A F,/L.(JT 'TACO ILME Li L J D I T GO I;l D MARI<F:'A PI Al"1:-. L T, BK
I Al""'D 1.151: :
VALUA11.0N to 1.3 0()0 5 E I RACK
r-:'PON*T PEAF1
WOPK CLASS : NEW DWELL . UNIT'i : 1 1:41(:.1-1'I'
USE.E. TYPIF : COMMEPCIA- 1. NO. F.0-KOHDOMS : LXI . WALL.. ('1,0145;*[
CONST .'TYPE : VN NO. BAI*Ht.i : 2. IN: 5 : E W
Occ"UP . (.444 - : A 3 1:1401 UPENT NGSi
OCCUP.LOAD N 5 E W
1*01,61 A R E.A 200:1.
NO. STOPIES 151' 2001 ROOF LONti T' B FIPE. PEI*7 Y ES
HE I M-11,� 16 PNP APEA NEI RAI,F;'D 1`04
BASEMENT'? NO 3PD: OCCUP . S-sEPAP'? NO RATE P NP
MEZZA N I Nl::.*'i NO HASI-.Km I T.
FLOOR I-CAD: GAPAGE: 1: :1:1.3E GPPKI-P7 NO ALARM'? NO
P-I 0IJU-11141 1:)F-.:*I'[-"(:1'l 7 NO
HEAT 'TYPE: GAS I-IDCP .AGCE5G7 YE!:1
PIAN 81' J h j
PEMAPK9 :
11#",+I'MJ.t p(J . REA.!b(AJE (-.)F NO.
vngr- . +ciir-at-j-F i-v-(4(:I - 25P%f Iive- Id LA51' PEISSUE:
F
0 Tco 'rimes'rimPE'RMI'T' $520 .50
-
W —
N I.-II-AN REVIEW ;338. ;'33
E FIRE OkiiT qi;-2.09 .20
S'ToTE 'TAX oP
OTHER
C DEVELOPMENI
0 S(',IAON!i GPEGv B SM" STORM)
N
T ('111;HGON 5TP1.JC','T1.J13E5 COW.11" . CLJ 5M, VII'PEEI 11
R 7(322 5W CAPTI'01- HWY PIX
A
C PC)I,t J.P.Intl OP 97FJ-1.9 PPEPA"Ell < $5 A 6 11513?
T PHONE (503) 2414-0920
0
R PEGIS'TPAIJON NO . 01-11.67 -TOTAL.. : $1106 115x'
L I
PECEIPF NO. 28900
This permit is Issued subject to the regulation3 contained In Title 14
of the TMC, State of Cirpgon Specialty Codes,zoning regulatinns REQUIPED IN5PECTION93
and all other applicable codes and ordinances. and It is hereby
agreed that the work will be done in accordance with the plans and FOOTT,NG
specifications and in compliance with all applicable codes and PLO.UNDEP451-AB
ordinances The issuance of this permit does not waive restrictive FOUNDATION WAI I
covenants. Contractor and subcontractors shall have current city
business tax permits I his permit wil:Pxplre and become null and
void if work is not started within 18i;dpfs.or If work issuipendedor
abandoned for a period of 180 days any time after work has
commenced. It shall be the responsibility of the permittee to assure
all required inspections are reqUpsted and approved.
Perm e hat P
Issued By 11 L-fW— - t
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE
i
i
CITYOFTIfARD N0. 29880
13125 S.W. HALL BLVD.
P.O. BOX 23397 Date
TIGARD, OR 97223
Name I
Address —
LotL'ocklMap �SubdivisionlAddress
Pormit H's Bld6 Plumb Cash Chechk ; J
r
Sewer J Other Other Rec. By \
-- --- _
Acct No. Description Amount
10-432 Buildings Permit Fees _ _
10-431.600Plumbing Permit Fees
10.431.601 hlechanical Permit Fees
10.230-501 Stave Bldg. Tax— __ _ —
10.4j3 Plans Check Fee
30-443 Sewer Connection_
30.444 Sewer Inspection
51 440 Street Syst. Dev. Charge
52.449-610 Parks I Syst. Dev. Charge _
52-449.620 Parks II Syst. Dee. Charge
31 450 _ Storm Drainage Syst. Dev. Charge
10.430 Business Tax
10 434 Alarm Permit i
10.22.7 Bail _
10-455- Fines - TratficlMisdlP_arking
10-230- CPTA TrafficlMisdlVic. Asst. _
10.456 Indigent Defense _ —
30-122 401 Sewer Service/USA
30.122-402 Sewer Service/City 30% — —
30 123 Sewer SevicelCity Maint.
30 125 Unmatched
—12 4 Storm Drainage
40-475 Bancroft Prin. Pymt. _
40.471 - Bancroft Int. Pymt.
----- --- -_-�--�— ----—_ TOTAL I
,
F�FPART!1f N! (:M 7
t
I
J
PERMIT 11
PLAN CHECK #
BUILDING RECEIPT
NAME: C�! _T/`YID . DATE:
ADDRESS & LOT # & SUBDIVISION NAME: r`
ACCT. # DESCRIPTION AMOUNT
1.0-432 00 Building Permit Fees
10-431 00 Plumbing Permit Fees ZX SOI 57tjo 00
10-431 O1' Mechanical Permit Fees —44 — a zJ)
10-230 01 State Building Tax
10-433 00 Plans Check Fee $ -(J
30-443 00 Sewer Connection (20%)
30-202 00 Sewer Connection (80%) 35W
30-444 00 Sewer Inspection LJr�
51-448 00 Street System Dev. Charge (SDC) _
52-•449 01 Parks I System Dev. Charge (PDC) r_ _
52-449 02 Parks II System Dev. Charge (PDC)
31-450 0 0 Storm Drainage System Dev. Chrg (SSDC)
10-230 09 TRFD (95%)
C t 08.10)
10-435 00 TRFD (5%) g /0
10-2'10 06 Washington County Fire #1 (95%)
10-435 00 Washington County Fire #1 (5%)
10-220 00 Amar.t/Wedgewood —_
TOTAL. �_�Qk-5
prep*;
.T�a/ alae .' 5113 9 ' 7z
\ (br/121.4P)
N.U.Li,.x LfJJr
-Ai lL�:.1 Blvd.
CITY OF TIGAR D PLUMBING T:Wd CR WM
Applicants must hold Oregon Registration to roMdd a plumbing PERMIT /V� , 639,475
business or must be proper.-,. oper
owner/ ator not hiring outside help. -fir
�
Nam•of OwebPm!rM Plumbing Ptttrtlil No.
f:ac_c� Time -- Tigard Market I'laCt'
MW 13500 SW Pacific Description OUAN PRICEVA
OFIS 814-21410
Job Tax Lot Map.No.
Addreu FIXTURES ---
t�t Block subdivlslor' Sk�c (3 c om a r t me n t'✓ l _ T.50
Lavatory / 2 - 7.50ems or twos /soOregon Structures Tub orTub/ShowefCombels 750t>�1Y1df Floor Sink 1 _78" S.W. Capitol Highway 2 �,a �
Water Closet -- 50
Owner „ _
1' h11d, Oregon 219 Disnwesher -- 159
so
Phone Garbage Disposal - -l
244-0920 1.50 30.00
_ ¢ y� � XllubDran4
Name 4 750 30.00
i•loor Oram ►'
i i me _ v 1 - - ?so 7.50
LWWig- ress Phone - Water Healer _- ----
13500 SW Pacific Laundry Room Tray iso
Occupant Ctty/Stals m Urinal 1 - 750 7.50
lluoid, Ore on OthsrFhdureaGrease Trap_ 1 750 7.50
Nern
ons
John E. Reinhardt Plumbing, Inc. q }lose Bibb 7,50 30.00
ess Hand Sink 1
7 so 7.50
P.O. Box 129 - 7So 7.50
Cointraeor / ap Mop Base
Newberg, Oregon 97132 MISCELLANEOUS
• Tex No 00
1470 0f3u000684 sewsrisl loo- - - - - -1500
s n Sewer ea.Addrt 1 W f
—� 2000
I (Residential) 36-9 water Sixvlce 1s1 ttx) --
---- water servos•a AdW 200' 15.00
1 hereby scfmvwledge that I he"read Ovs•ppMca*-.Ifut Ow k,brr�atinn - -� - -' 30 00 - 30,00
vr
gtis axreM f e I am reglsiw•d with dw State builder's Board,end also Stone 8 Rakr Drain 1 at 100' /l .-.
hev a State PlunbMrq Scenes hurt the numbers 9MM ars oorreet. Owl all Storm 6 Pyn Drain Add11 100' 15.00
ptumbinq work will tan donein accordance with appktbe pr-kwns o1 Ore- ---- - - -- 2500
gon Revised Stashes(tWWa 447 and 993 and eppNkmbl•codes and tha Mobft Homs Space __ .
no help will be empicysd unt•d'ioen•ed under OAS W3 (11 exempt from FlowgeBackw PrsvrWon t'.lf0
Stale n0pharetfon,pleats givo.auson boli w) Dno•o MIMPoIhAron Oewce
HOMEOYAVERA-I hei osAMy Osat I rim,tl,w i)wner,d the DmD'xb d•
scribed**m,M whirl la r -I r+I Prapoas b maks a Pfu""*q Irxf illsom kv Any Toper Wa•M Not t.SO
nq own use and this properly Is not bekV conMnroMd for"10,1011100 or rwnt Carrier- "b a r-.xarr• _.. -
Catch Salon -
_
Of FY.W P111Atex+9 - 40.00 Par Mr
--_ —� - --- - -Sp•rxall�r Rquest•d kuPeWons _ _ 401M PM►k
- -- — Abler of Pkmb"wN 4 15.00 erYn
en f_xlatMrg gldq ___
i - 116.00 nen
Ad
A 0 81ONATUMaE - --- — Des• N"gide.or Bt MAd~
i _^
�.- 15.cv
Deecribe work new[1- addition[] atteralbn Cl repalr 17 k�llirlq -
Xtot dtxte rasede+ttial, - non
Eidefnp ues of r' VJWTOTAL - U-
a."+oOrtaMrov.rty� - - — , k Pali��.i
Celt
T1tfs PW"0eofllfle.n A and um M wa*w oene.uolbn euM+on w 1s r+ot noir►
wamad Wo 100 dwyaiw S oenMnelon Or Mill is t1141twww"'or ebarrdf>cled b �J�„,t►�rQ
a perfetl of W two q any Mires Idler wofi Is oorNssrlrwed
WgML 00nu 1o1N - _ fi t 15'0 t)
I<�
CITY OF TIGARD MECHANICAL PERMIT Receipt#�_�-y _
Permit# C21 �-
Ceacrlptiun
Table 3A Mechanical Code OTM PRICE AMT
City of Tigard
1) Permit Fee 10.00
13125 SW Hall Blvd. -0 0
F.O. Box 23397 --
Tigard, OR 97223 2) Supplemental Permit —� — ' 3.00
6X,-4175Furnace to 100,000 BTU
1) incl.ducts&vents 6.00 ,
Furnace 100,000 BTU +
2) incl.duds&vents 7.50
Name of Development - 3) Floor Fumace 6.00
_-7
,0 =77 -- incl.dent
JobAddressSuspended heater,well heater
Address L`�, QQ SW - _ 4). orflocr mounted heater
6.00
Tex lal Map No. '
Vent not incl.in
Lot Block subdivision 5) appliance permit ------ 3.00
Name(or name at bLmnesa) Repair of heating,refr Ig.,6) cooling,absorption unit 6'0(I
Mailing Address Phone � Boiler or comp to 3 HP - -
Owner 7) at:sorp.unit to 100,000 BTU 6.00
City/Stale - zip � Boiler or comp to 3 HP-15 HP 6) absorp.unit to 500,000 BTU 11'00
Name 9 Boiler or comp 15-30 HP
`4 G�! �.^ f ) absorp.unit 1h-1 million _ 15.00
\, I', Me"AkA s Phone 10) Boiler or comp to 30-50 HP 2250
absorp.unit 1-1.75 million _
Contr fS City/State zip 11) Boiler or comp to 50 HP 31.50
absorp.unit 1,750,000 RTU _
Stale Registration No y City Bus.Tex No. 12) Air handling unit to 4.50
10,000 CFM
Air handling unit
I hereby ockrtowbdgo that I lune read this application that the"om+atlon given is 13) it hail ling + 7.50
correct•that I am the owner or authorized agent M the owr it,that plans submitted are In
oo mpliance with state laws,that I am re}dslered with the;'tate Builders'Board,that the 14 Non portable
en
number gNis coned (If exempt from State registration please give reason below). ) evaporate cooler 4.50
-_--- -- -- ) Vent fan connected
-- -- -- ------- 15 to a single dud 3.00
----- _ _- _ _. _----------_----- ) Ventilation system nn,16 Included in appliance permit 4'50
17) Hood served by 4.50
mechanical exhaust
Sg stun(owner or agent)— -- -— - -- _— -DateA) Domestic type
Describe work ❑ addition Fl _alteration El repair ❑ 8 Incinerator — - 7'50 to be done residential ❑ non-residential ( — 19) Commercial or industrial 30.00
Existing use of type incinerator
building or properly.-- 20) Other i.e.,woodstove,water 4.50
Proposed use of heater,solar,clothes dryers,etc. % _
building or property
21) Gas piping one to four outlets 2.0)
Type of fuel- nil [-) natural gas L1 LPG (A electric C
22) More than 4-per outlet
NOTICE SUB-TOTAL
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- — 1
STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 S&10 406 SURCHARGE
DAYS, OR IF CONSTRUCT;ON OR WORK IS SUSPENDED OR `PIAN REVIEW 25%OF SUB-TOTAL
ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFT ER --- -----
044
WORK IS COMPAENCED TOTAL
Special Conditi•.zns _
--._—_ —.- -- Date issued 2s``f --by- ---
PLAN CHECK APPLICATION
C17YOFTIIFA CfTYOFJ667 W PLAN CHECK 1
COMMUNfTY DEVEI-OPMENT OEPARTMONT offal " PERMIT /zy� -
012bewNUN BNd P.O.em n Q7.n4ard.OrrQW V= DATE ISSUED
.JOB ADDRESS: (_FIC t�. _ TAX MAP/LOT
SUB: _ LOT: LAND USE:
VALUATION: f SETBACKS: FRONT REAR:'— LEFT: RIGHT:_
WL,.UK CLAS. : HEIGHT: TOTAL A Lk:
USE TYPE: , — FLOOR LOAD: >�_ 1ST:
CONSTR TYPE: L_ HEAT TYPE: ,o,2 �
OCCUJP GROUP: DWELL/UNITSt �
OCCUP LOAD: -� NO BEDROOMS:- BASEMENT: _tlCi_—_
NO STORIES: NO BATHS: — 2. GARAGE:
IMP SURFACE:
APPROVALS REQ'D SrECIAL NOTES ITEMS UMD
PLANNING; � RHIGSUE OF: LIST SUBCONTRACTORS:_
ENGINEERING: LAST REISSUE: BUS TAIL:
FInE DEPT.: - FLOOD PLAIN/ CALCItIATIGNS:
OTR BR: SEN LND.: TRUSS DETAILS:
PARRLNG PLAN: _
LANDSCAPE PLAN:
PLAN CHECK BY: OTHER:
COMMENTS:
.A .CT D T N' AMOUNT
OWNSR 10-432 Building Permit Fees L'
NAS 10-431-600 Plumbing Permit Fees �
A,DDRggS: -� 10-431-601 Mechanical Permit Fern .�
10-230-50). State Building Tax (5%) ! Z
`- 10-433 Plans Check Fee
PpONE:_ a -�1. Ofd 30-443 Suer Connection (20%) !
30-202 Sewer Connection (802) _
CONTRACTOR 30-444 Sewer Inspection
NAME: 5 .51-448 Street System Dev. Charge (SDC) !
ADDRESS' c' t7nC 52--449-610 Parka I System Dev. Charge (PDC)
!�
- 52-449-620 Parks II System Dev. Charge (PDC) !~
31-450 Storm Drainage Syst Dev Chrg(SSDC) !
HO 10-230-505 TRFD (95x) !~
10-435 TRFD (5x) !—
ARCH/ENGINEER 10-230-506 Washington County Fire /1 (95x) !
NAME:--( ,i,a,, .' ) 10-435 Washington County Fire #1 (5x) ;
ADDWS: 1.0-220 Amart/Wedgewood
-----� �<_�- TOTAL
PHONE: ! '�Hb 5 3
PREPAID 7
REC
BALANCE DUE
S=IGNATURE
" e ved By: n� Date Received: -
\\
I
I
i
i
I
CITYC* 711FAIRD No. 29901
13125 S.W. HALL BLVD.
P.O. BOX 23397 Date
TIGARD, OR 97223 '?
_ I
Address
Lot Block/Map SubdivislonlAddress--
Permit M's Bldg, Plumb— Cash--- Check i
Sewer Other Other I Rec. By
Acct. No. Description Amount
10.432 un Permit Fees
Plumbing
10.431-600 Plumbing Permit Fees _—
10.431.601 Mechanical Permit Fees_
10-230.501 State Bldg Tax ---- — _`i
10.433 _ Plans Check Fee
30.443 Sewer Connection
30.444 __ Sewer Inspection _
51 44A Street Syst Dev. Charge
52-449.610 Parks I Syst, D_ev Charge —
52.449.620 Parks II Syst Dev. Charge T — -------
31450 Storm Drainage ' yst. Dev. Charge I
10430 _ _ Business Tax --
10.434 Alarm Permit --
10-227 Bail --
10-455- Fines - Traffic/Misdl Parking _ — —
10-230• CPTA TrafficlMisdlVic. Asst.
10 456 Indlaent Defense
30-122-401 Sewer Service/USA ~-- — -- —
30-122-402 Sewer Service/City 30% --
30-123 Sewer SevicelCity Maint. �i--
30-125 Unmatched - —
31 124 — Storm Drainage _...._ —
40-475 Bancroft Prin. Pymt.
40-471 Bancroft Int. Pymt.
— — i TOTAL
DEPA.RTMCNT COPY
0 ��
7/il/.
10130 Evaluation Service, Inc.
„�r,,,,�,,,,) (inpol,ifloll of dw Inlcrrlational Conference of Building Officials
EVALUATION REPORT Report No. PFC-2992
Filing Category:DESIGN—ft-o �— -----
IAII
fMl STRU"I k.U.S1 STENTS.IN(', poundspei loot BlockIV ur fro%.s brUCllig'A lilt CIIUI%J1CI11 SIICllg[11 a a,.he
POST MI 1111.1•'I1/)\68 used.
1 11A1.ATIN,I IREGI)N 971162 5.Niles ilia)be cul un the`4"bas mJl-llc,l in 1,1h1c N,, \I I
6,Bridging is nil reywrud In flour and ruin Inst appll:au,nr It1.1,ti,t'1,
I huhject: 11111 juin, required during construction un alccorJuncc with the nnunul�rllrl, ui+u w
nuns.
,+LII Ilrscr•'Hlun; \ General: The nous lural N a K1111d I Nealll 1111 ft 7. Web s"l levers:tic rcqulred at intermediale weh lrxa0on,%s hLrr.ou
'n I dfit s atiti Nil%glr through
The various Ilonge un+l Kcb cunnhulatiuns ccntrafedloadsexceed I.IMN)pounds SIlIYcncrdct-'il%nolcJut lvt;un No I
.n+ tinned m'fahle,Nu,
1.hruugh VI. should he used.
I"'%%rh,rL' til,,tic Installed l us d ficin inu uswe w ill the lure Brunn D. Other Design Considerations: I Increases for dura llon of loud
111ur,ll ,0111 1 hon t lord hI Iilnu :I continuous well 'I'hc Keh I lange provided fur wood mcnller%and their connections play be used 011 Fecund
runnrLIlrllil+nual" ."11Ncrhnglhe%l►Cc1allyprepureJKcbintutwueruuvcs ancewnhthecudc
III tit ,entLl rat lllc Klde lace til the Mange members. TMI" I sls re ntunuld,Iurc,1 11t eIIher Lutist+r 111 depth or Iape n d profiles. .Lumber proper lies an to he adjusted tar moisture cunlcnt In sen race til
H Nluleriuls: I Flanges: a. Aluchinr-sire„ ruled linter uta noir accordance with the code
6 3.Design pruprrurs Inn Ihr lulsts varying In u%crall depth(lint 4 tins hr,
uyuut-% h) [h 11r,lpll,unlputullllrls Anne-sir, %ucurs are in a+l ifgra x
K fill table Nu.25 ;\ 2 til the I'nllurm Bunting(•retie as lnutiil icJ h ,Lual 1032 inches arc set for uI ell I:IIlIc%Nus I through 1'I Slrught In,e ullcrp„I
gnadung ler'I NII Slructura ti)%lents,Inc .quahl) control manual ) lion may be used for m1crinedlatc depths
b I"IM0111-i Laminated ,sneer hunker it.%I I ntanulactured per 1'Nll 4 Allowable compressi%e loads in pound,ler Ilncur tout.n, n sled til
Srnr,rulal S)%trills.Inc ,s1ecll IcdIfons. labie Nu. Vill hu blocking panels cunlinuu,l)per
linear hei%+LLn p til+
lel 111dn P•uallel strand lunntxr 1 PS1.I o tiotacfurcd by MacNllllari 5.Nails driven perpr:ndicular to[he Tinncncer glue lute 111,1%br.l,%Ignr%I
Hhredrl I nnn"1 ,Is%II-Alred of Report Nu.NI 1'-292. file same allowable%-'Inch as provided ILII Douglas lu-Lich%a++u luunhrr.
d i l,L inni,lulr.umrnt dl orale n(fahlicalwn must be heh+rrll , Allowable load values have nut teen a+srgocd to butts or n.ul, dU%rn
pelrenl I.dnnn.11e,l,undrnJ-;,rnlyd lunges ntu+t he in accur11•uI,L„I Ithhc Parallel fu the glue hue
reyuur rncnl,nole11 rat Ile yuulif)corittol Inaltual 6 Where i,lists lwnJilt,'JINII ?Illi orgIC,nerlumliel[lunge%:nt-.nr:mt r,l
I'I,,%ood webs %hull he 'r"-inch, '+ „ fu comply w rah fife rept-uIl%c ntennher reywrenlenls n„ted tit Sc,will'Sint
Strwundl I ,r.ulc ntdlkt-d b) un I('NO inc hrauun Smite, In,Inch ('d' la)ofthccode.the allowable bendiltgnnomcnl ,,a)beincreasr%1 7IWILcnl
"l`11,Wt II,% 1 he 1w n,lifrc conic III.0 lune of lubrication shall be her S 1 Iksi'n properties
,11111 Ih pen Lnl PI,+,raid w IuLh ha,nu,:Ire gaps:,:the edge must he used b P P%'rfll'%hlf IIINI%w IIIc Parall-'111 I Lunges arc the,din'-',Ihr
I InLnh J,tr,ui11 ho,u11 II)S!i) web,%hall to '"etch, ', ,,inch Ir : inch ble lecke% is rJ til table Nu. V IUr noesis w IIIc 11111%CtICCr I IJIIgC+ \llo%%a
her rnurnunts fn,ln'table No. V 111 he nn dilred.lir Rusts will,I'llla11.1111
nterung.VI R IUM L•%p,sure I and Thal quality control rcyuucn ems flanges.by the rauu tit/',11'urallam),F,I I'un%enccr)
f ldlra%i%e+: 'I'Ite aJhcsnc shall be evfcnur lynx, in unun'-'ncc Klth L One-hour Fire-resistite Ro%1f-('eiling ur Floor-('eiliug 1s,enr•
SI,111daid Nu ?5_ blies: 15pecl'ir"I"ItacUrn dclails art-noted til Figure Nu
I'll.and shalt hr nn%r11 and kindled in ac:orJanrc : •
w uh the nwnu1,1,[titer',tinirucIluns I he TN11 p.l,l,Ivo)tae uxJ in assennhlles utilvung a u,,,,. .,I,,,tib,,I
1' Ih�sign: the Iulhls shall he designed til accorJunce with Part III of rat ICB0 fivalua0un Service.Inc..Reports Nus. 1152 and Il,+'
I' B C Stuttddid Nu.25•IM Inc plywood box heanls and the design pnlper-
F: Identification:i hr inlsts shall he identifiable m the I jrl(l In ntr,ul,01
Ilk's nott-11 in lahles Nus. I Ilimugh VI with the following exceptions: a slump ua%;Joh juisl,91%ing the name unit adders,til Ibc 111.1 nu1.1rlmev Ihr
I "'letlllc11ldl,'"ch slit lencrs are not required Bearing stiffeners shall Inspection.AA 5n71 he the ile 4u lilY Longi Service.Inc .,enrol nun[
%iticdulsupports furdepihs I6mchesorgreatetasindicaledinFigurc rt,erne and report 7)anti of the qualify control agency I Umber Pruducf,
4
Ihr 511 ltile redwhun lir rullot9 shear ,tic , a1 the pl)wlnni web III Evidence Submitted:Structural anal)%is,quality control nLnnwls.
conmc'hlln lu the lop"I'd foltonl Ilunge is not required. descriptive inlin"Whun anti fire and load test dJ1a have been suhnuucJ
t 11'here nnc"Ibels,tic arranged so as til create cunlinuay, nwximunt
IiLal nidi,be L%misuh•rcd u,that JI Ills section a thAance'•D”front the fare
I Ilw supports The di%lanrC •'D" is the overall depth of the joist The Findings
III:I%umnn dlluwable design shear must nut exceed the vertical shear at life
11 Findings;7'I►u1 the fNil dui%ts are in unent:ne unctho,j of do%il 0
wpl„nl lir,unply supported joists. and ronsirucliun to that set forth in the 1985
m1 I he lip ll:unge must to lJlerully supported in accordance wmh the pru%ided ti%slgn ctticulations and details for orad(riduarnj H juhsna c fur:
nrnm The end,of the I11,p must f►c restrained t0 prevent rollover This is ni ked to the local building official%erify ing That the joi%t%comp, K ilk
nitinol,pun ulc11 by a diaphragm sheathing attached to the top flange anti this report.
to an end w,111,.r I,hear Iranslcr panel capable of transferring a force of 50
I'hi%n•purl i,,ubJcct lu rr-csandnaliuu in one)var.
li ruluutiutt rrpurh r�f/('HU F.l aluatiun.Srrrire,/tie.,ars i.l%urd to/viii'to provide injurmation to C'la.%% 1 uh rnhrn of/('N/),at//i;jig rhe rode upon
u hick the rrporl i+bowel.f'1 aluapon report%are not to be on.%trued as rrpre%enting oesthedrs oran oth,r um rbutr.%not Werif&•ally mUrr%I our u+
an I nepo rmr a or rrrommr•ndation for use of the%uhjr.l rijport.
?'his rrpurt i%halal Upon indeprndenitrsts orothertet hnieal data.r.A
►'vildu ed the►r,r resin and/lir other dura,but aur% nor pa►%rA%felt jat'di!ies to make an independent Icrijiralion. There h no�arratiq by/('H(1
mitred by the applicant. The ICHt►L•I ulualrun.Nen•icr,Inc.,Irrhniral stojf hue
@'vr,luanun Nrrrvrr, /tic., express ttr rmplird, u, to onv "finding di,claimrr►nrludr%,but is not/invited to,merchantability, g,.or utht► mutter in the report lira% ru arae product roverrd hr the report. l'hu
Pogo 1 of 10
.w•-.irrmT H U 2 4 0 14 lel I N C.
P
WESTERN WOOD STRUCTURES,INC. O Pf10JECT_� DAT[
,t.e- fz,1 � 1--04I Mr
■tri"+ LOCf+T101J- T l jZ - SHT.
F. O. NOx yap, TUA6A7iN, QA[. 01041
so /400-0900JOB N0_-B-
.-.L_OF_L
J1
�M�J a Iq1�
UL_= 17 Psi
rte=
4,4- f7) 7 .54. 15
C2�)/2 it I, 1340 �.bJ
Va��.aaJz 1"17C�L1,1r'a� �` 2•,0 :�i05ca LES GD ,K„
VSA Imo}-ZZ' I.I�I 1Z.4��2.IGo
J 2..
dM►,.. = Z � ZS
fs4- f,L.I"
hn� I I, ogc, ►=r L.�s
M o�-�.�=►� � � 11 ,918.'75) (a,g)�I,!�)CI p'1) = 13, i��, 4•z �r �.as
`'a�.-wIJ1 1�1D( 1 1r)R Z,U3�.5 t_c3S
R/iA9d
L►bE 14' — 231
)J-,-1 424�Z;00
.-13 d MoR � 19
d ►, 14
c,r604
Maw 3,992,co3 (=j"• L,MS
M aL�oiJ L (4, 9So)(0,�,j� !,1 Sxl Cl) a: 51 4•81 , 68 �= r L12-S 0,K
V MAX �It
11 T,035. 170
�1.1. '� o. I '7 I►1 ' R�I, l 89 O � K.
YUAL. ATij-4 WAV LEY
`���`�trV� if J.(ry 1�. is ii..4•a�v:j ,�a �J�
QUAL11" y AULATED
Page 2 of 10 PFC-2992
LILT MIM
w■ I•REO DONLY ON h6 ANU GREATER DEPTHb
THE NUMBER OF NAILS WILL VARY Wil H THE JOIST DEPTH AS POLL OWS
ate j f'M►R. - ry' MM. 51WFEKR (NAILS FROM EITHER SIDE COUNTING)
f/fNit► YttLO MRrI
16 DEPTH USE 4.00 COMMON OR IOd BOX NAILS
rl'rlle rtetr ilpl .w ib 5
t - orrotin fry
20 6
,.e,..w"Ah. --� �— Sao fit 22 B
-- 26 6
26 9
90 9
32 1 10
BEARING 5irhtNfRS FOR TMJ_,i�T`.
FIGURE N0. 1- BEARING STIFFENER
META!!S It OR TMI JOISTS
-_ 1
9'MIN �(-"-) \ Cl
I �
„ )
,.
J
��-
OR M
-- -�1-
- 1
4
r t --
Floor-4-tool by 8-loot by winch-thick Interior plywood with exterior glue and tongue-and-groove ed a oul&l dluny the 8-lool sides The plywood
must be Installed perpendicular to the joists with end joints staggered 4 feet,and secured to the joists with construction adhesive and No 8d cement
coated smkors The adhesive is applied in a 4t-inch-diameter bead to the top chord of joists and grooved edges of the plywood The nails are spaced
12 Inches on center aionq the joist Minimum I':-inch-thick,lightweight insulating concrete with perlits or vermiculite aggregate or 14-inch-thick
gypsum concrete may be cast as the finished floor A thin plastic or paper vapor retarder may be placed on the plywood prior to pouting the concrete
Timjolst Type TMI Joist—Minimum 9-inch-dean joists v,ith 2-by 3-inch or 2-by 4-inch chords spaced a maximum of 24 Inches on center Minimum
rist bearing on the hearing plates is 2 inehis The joists are attached at aach end to the bearing plates with No 1 Od common or box nails Circular
oles may be cut In the webs of the joists in accordance with the details noted in this report.
Furring Channels--Formed from minimum 019-inch-thick(No 26 gauge)galvanized steel,Installed perpendicular to the joists and spaced 1 .
Inches un center from and on each side of the gypsum wallboard end joints and 24 Inches on center away from the end joints The channels are
secured to the joit is with support clips(Item 4)at each Intersection with the joists.The clips provide a 1-inch clearance between the top of the furring
channels and the bottom chord of the joists At channel splices,adjacent pieces roust overlap a minimum of 6 Inches and are tied with a double
s!rand of No 18 gauge SWG galvanized steel wire at each end of the overlap
4 Simpson Type CSC Support Clips—One support clip must be used to support furring channels at each Intersection with the joists.Support clips
are nailed to the side of the joist bottom chord with one I:t-inch-long No 11 gauge nein
5 Betts--Nominal 1-inch-thick,6-pound-per-cubic-fool minimum USG THERMA FIBER`mineral wool balls,48 inches long with a width equal to the
on-center spacing of the structural wood members(maximum 24 inches on center) The baits a.:�instal'.,d parallel with the joists on top of the furring
channels and under the bottom chord of the joists with the sides butted ayainst the support clips 1 tie outled end joints of the batts are to be centered
over the furring channels Care must tie taken to ensure that the bats are tightly butted at all joints
U Gypsum Wallboard—The wallboard must be',,,,-inch-or 4ii-inch-thick,4 foot-wide JSG Type C”FIRECOUE 1,Installed with the Ione dimension
perpendicular to the furring channels and fastened to each channel with I-inch-long gypsum wallboard screws located+4 inch and 6 Inches from
wallboard side joints and 12 Inches on center in the field.The end joints of wallboard may be continuous of staggered At the butted end joints,two
furring channels are required(see Item 3) For staggered end joints the furring channels must extend a minimum of 6 Inches beyond each grid of the
joint over the adjacent boards
Gypsum Wallboard Screws--Mdumum 1-inch long Type 'S,' 'tie.-inch•diameter,salt-drilling and self-tapping bugle head steel screws
a Finishing System(Not shown F-Paper tape is embedded In the eamenbUous compound over the joints with edges of the compound feathered out
arid exposed screw heads are covered with compound As an alternate.nominal Aw inch-thick veneer plaster maybe applied to the entire surface of
the gypsum wallbowd
FIGURE NO 2
i
P
Page 3 of 10 PFC-2992
TABLE N0.(-ME GN PROPERTIES FOR TMIJOISTS'
TMI.4(WEB 16hi'ON' 1'LY,]/a'OR Mlle"O.S.B.)2 x 4 MSR FLANGES `
j MAXIMUM 04X100-M T ---
` - OVERALL ALLOWABLE VIIATICAL
I` pEIPTN MOMENT SMEAR EI K I
OESCAIPTION (Ooh") (FI-LDb.) )Lbs.) 1■ 1061 (w 101)
9 1,'-50 1.240 _ 344 3.84
10 7,2(X1 1,1X11 ill 4 2h
12 4,120 LiNO 784 5.111
14 11,(104) 1,7711 1.127 38i
Ih I1,IX)(1 I1711 1•�31 6 54
285Ut-.iSH IN 14,401 2.170 2.IN)3 7 1N
IIP, 20 16.4111 2.1(vi1 2.543 8 17
22 18.870 2,(01 1.155 8.4h
24 2(1,8111 2,8411 3 x411 1)71,
26 22 71X) 1.11711 4 544 I.r 54
281 24.701 1,11141 5.436 11.11
301 26.720 1,11141 (1.151 1212
.121 2X,690 1,1.141 7.147 12.90
4 5,440 1.240 I 182 1 80
IU h.7111 1,3811 441 4 2h
12 8.530 1,58"1 75r 503
14 111,340 1.7711 1 31N 1 5.81
Ih 12.11111 1.40(1 1.464 h 511
271)(►.MSH IN 1 3,4NI1 2.170 1.422 7,18
L = 2.2x 1(04 20 15,X111 2.3041 `.441 It 17
22 17,6411 ,.611,11 1.11141 9 411
24 1')4711 2,840 I +,1911 4 75
211 _'1.11(1 3.11711 4 420 11154
28, _'1.140 1•,1(x) 5.126 1 1.33
101 24,4811 i,llNl 6,1114 12 12
321 2h,820 3.11X1 711711 12.90
v 9 5.230 --1.,40 --- 14X" 1.84
111 6,11111 1,1811 4414 4 lb
12 7.6311 1,5811 684 5(12
14 9,204) 1.7711 497 S NO
1h 1(1.88(1 1.470 1.1.11 6 S4
241X1HMSR IN 12,520 2.170 1.759 71N
F. = 2.0)(Ill^ 20 14.150 2,3611 2 217 N 17
22 15.7411 2.6181 2.774 N 4h
24 17,440 2,X40 1.3X7 9 7S
26 14,080 1.1170 4,116.1 1054
2N, 20.721) 1.11X1 4.8118 11 13
all' 22,370 3.UNI 5.625 12 12
- + - 321 24,010 3,31)() 6.516 12.40
4 _ _ 4,7(NI -- 1.240 114 1.88
110 5,421) I-INO 4115 4.25
12 6,870 1,5N(1 h21 S 02
14 8.330 1.770 X44 5.80 I
1 f 4,8110 1,970 1.219 h 514
21(XIFM5R IN 11.270 2,170 1 547 7 47
8 x I(N, 20 12,740 2.101 _'.013 X 17
„ 14,210 2,61)(1 2.5 24 8 9h
_14 15,690 2.840 1,0116 9 75
it, 17,171) 3,11711 1.705 III 34
2s, INA50 3,31X1 4,318) 11.33
iu, 211,1311 3,31N1 5.142 1211
32i 21,6111 1 ''111 5 462 12.411
-- ---- 9 3.510 1.2411- 280
10 4,050 1,1811 lhl 4 24
12 5,1 UI I.SNIT 557 5111
14 (1,210 1.7111 MINI 5 74
Ih 1.110 1.011 1.042 (1 S8
)(ISR IN KAM 1.171) 1.414 7 17
( I h x 11) 20 10l)(1 2.AM 1.821) 8 Ih
21 MAW X1 2,61)(1 '.'79 8 45
24 11.710 2,840 '.7X4 4 75
2(+ 12,810 1,070 1,148 111 54
28' 11,910 1,11X1 3.472 11 12
V, 15,020 3.NIll I n5N 12 11
12' 10,1211 1,11111 , 411N 12 1XI
PFC-2992
Page 4 of 10
TABLE NO.1,—DESIGN PROPER TIES FOR TMI•JOISTS'
TMI-4(WED PLY,3/i'OR 7/ii'O.S.B.)2 x 4 MSR FLANGES--(Continued)
MAAIMUM MAXITt
OVERALL ALLOWABLE VERTIIDEPTH MOMENT EME1DESCRIPTION (Inches) (P1.-Lb..) (Lb0� ( ial9 3.050 1,263 3.87U3.510 1.324 S 01339 4 24
4.454 1. 5 793.39(1 1, .4b.34U (, 124 6 581650FMSH IB7.31X12. 53 7.37f = 15 Itw 20 8,250 2, 727 8.16'22 9.211) 2,6(8) 153 8.9524 1(1IN 2.840 633 9 74
26 11.12(1 3 1170 3,169 10 53
28' 12,080 3,318) 3,763 11 32
30' 13,040 3.300 4,416 1211
32' 14.(8X) 3,3(X1 5.132 12 89
— ----- 9 — -- 2 390 1.240 229 3 8h
10 2,751) 1.380 458 5&1
I? 3,490 1,580
I� 4,230 1.770 b"I 5 78
Ih 4,9tl0 1.970 9(4 6 57
7 36
11501 K15k 18 5J20 2,170 1,191
6,470 2.360 1.523 815
t 13 Ilr 22 7.220 2,600 11903 8 95
24 7,970 2,840 2.332 9,74
I 26 8,720 3,0711 2,R12 It)51
2B 9,470 3,3(X) 3.345 II 32
30' 10,220 3,300 3,933 Q l0
10.9811 3.300 4,578 12 89
m.hpl)N,■dtit Ih Inch 05 R Mill
1—niAc.1.2 and I In TAW NM %'14110 4PP1,
,.�..ww.....,r ..»_
PFC-2992
Paye 5 of 10 ---
TABLE NO.II-DESIGN PROPERTIES
F ISTS'
TMI.3(WEB = P2
) FLANGES
-2222-- 11.4%0.401 MAXIMUM
- OVERALL. ALLYOM8N1 O R S
F VHEIAR� - EI K
DEPTH (Lbs.) - (x 104) (x M)
DEBCRIiTION hnctwal (�''�a•) ( 3y4 2.74
- --- -- - 9 _ 6,250 M60
7,200 960
�� 506 3.00
774 3. 0
9,120 1,'30 I. 7 4(18
53
I4 11060 1•-K1 4.63
16 13,,000 1,430 1,4KK
. I,MNI
1750) 18 IJ900 5.75
�15K 1,7M)
2,446
1 x IEM 20 16.91(1 1.1.?0 6.30
22 182870 1,920 E,hS, e,Mh
24 20,830 2,015(1
26 22,790 2,230 4.354 7.42
--- - -- o-- S,M40 860 377 2.74
10 6,730 921 4N5 3.00
12 M,530 1,130 741 3.33
14 10.34() 1,280 1,054 4.0M
16 12,160 1,430 1,425 4.63
2700F MSH IM 13,980 1,610 I.N35 519
20 15,81() 1,760 2,344 5.73
E= 2 2 x 10' 17,h40 1,920 22.$94 h 1l1
22 3,506 6.K6
24 19.470 220$0
26 21,310 2,230 4,180 7.42
-- - 9 230 860 343 2.73
3,- 9(A1 441 2.99
10 6,11311 1.130 h75 3.33
12 7,630
200 ),2811 961 4.011
14 9,260
16 10.880 1,4 30 I.311U 4.63
24110E MSK 1 M 12.520 1,6(x1 I.h93 5.19
IJ,ISO 1,7M) ,14(1 344
E = 2.0 x IIP 20 15,790 1,921) 2,)44 6.30
17,440 2,11150 3,2t14 6.86
24 2.23U 3,823 7.42
26 19,1180
9- 4,700 Kbll 310 2.73
10 5.420 961 194 2.99
12 6,871) 1,130 2)9 3 53
14 8,330 1,280 868 4 09
16 9,8011 1,430 1.174 4.63
II,?711 1,28) (,Sill 5 18
2100F MSN 19 S 14
E = I M x 10° 2I) 12_,740 1,721 2.193
22 I4._'IU I,�'20 ?,391 6.31)
; 15,690 15,6911 2,040 2,903 6.156
26 17,170 2.230 3,465 7.42
276
271
-- 9 3,510 961 334 2 99
10 4.050 921
12 5,130 1,130 544 3.52
14 6.210 I,28J 774 4.07
L222
7,310 1,430 1.04`) 5.63
181811 MSK 8,4110 (,MMI 1,36$
9,500 1,781 1.732 5 74
E -= 16 x Ill" 1,92_0 2.143 h 3U
10,2$)
II,T10 2,1180 2,fAll 6.156
12,810 2,230 3.111157 4_
3(1311 -860 2S,-j 2 7'
9(A) 333
111 3,3111 1 5111 3 52
12 4,450 I, 30
5,)911 1,2M11 729 4177
14 9116 4 1
16 6.34(1 I.J 10
163lIFMSk 18 7,31%1 1,2x1 1,2$7 5111
70 M,2S(► I,781 1'(130
E = 1 S x Job M.210 1,920 2.1118 6 31)
22 2.j50 h 8h
24 10.16) 2,080
26 11,120 2,230 2_.929 ..41
116) 225 2 72
to-_- - y 2.39(1 2,750 96 2 t 2 98
11 NI
12 3.49(1 1.130 444 3.52
14 4.230 1.2811 634 (1216 4,990 1,430 Mhl
IM 5,720 1,2M) 1.124 5 18
1450E MSR 6 470
7.220 1,920 1.767
1.781 1.426 5 74
1 x IIP
20 ?4
t - I 22
24 7.9711 ---I 2.1115)1 ' 149 7 11
26 9,7211 1 2.2-NI I - --
�hxNn,wcw 1.2 and 3 m 11hk Nu YI 81"'apply
i
Page 6 M 10 PFC-2992
TABLE NO.111-DESIGN PROPERTIES FOR TMI"JOISTS'
TMI-4(WEB = '*!33'OR 1/2"PLY,you"OR'h•*"O.S.B.)2 x 3 MSR FLANGES
MAXIMUM MAXIMUM
OVERALL ALLOWABLE VERTICAL
DEPTH MOMEN! SHEAR BI K
DESCRIPTION (Inch**) (fl.•:D*.) _ _ (LtiX.) (x 106) (x 108)
?,700 1,240 251 182
10 4.167 1,380 314 4.19
12 5,400 1,580 501 4.94
14 6,1*40 1,770 720 5.71
16 7,700 1,970 985 6 48
24(KIF MSR 18 8,850 2,170 1,295 7,26
F = 2.0 X 101 20 10,010 2,360 1,654 8.03
12 11,170 2,600 2,064 8.81
24 12,330 2,840 2,526 9.58
26 13,490 3,070 3,041 10.36
781 14,650 3,300 3.614 11.13
301 15,810 3,300 4,244 11.89
321 16,980 3,300 4,934 12.66
- - - 9 3,330 I,?!(i 127 3.81
10 3.830 1,+80 293 4.18
!2 4,860 1,580 154 4 93
14 5,890 1,770 654 5.70
16 6,930 1,970 895 6.48
21OUF MSR 18 7,960 2,170 1,1'9 7.25
E= 1.8X 10M 20 9,010 2,360 1,509 8.03
12 10,0511 2,600 I,K85 8.80
24 11,090 2,840 2,310 9.58
26 12,140 3,070 2,78b 10.35
28' 11,190 3,11X) 3,315 11 12
301 14,230 3,3(X) 3,898 II K9
32, 15,280 1,100 4,538 12 66
- - ,4 -y 2.480 -40 202 3 K()
10 2,860 1,380 262 4,17
12 3,620 1,58() 407 4.9.3
14 4,390 1,770 587 5 70
16 5,170 1,970 805 6.47
I KIIIII•MSR I8 5,940 2,170 1,063 7 25
L• I.6 x 10h 20 6.720 2,360 1,363 8 02
22 7,500 1.600 1,706 8 80
24 8,280 2,840 2,095 9 58
26 90W 3,070 2,531 10 35
28' 9,840 3,3(X) 3,016 II 12
30' 10,620 3,300 3,553 II 89
321 11,400 3,300 4,143 12.66
-- ---- 9 - 2.150 1,240 190 3 79
1'; 2,480 1,380 246 416
12 1 151) 1,580 191 4 92
14 1,810 1,770 554 5.6')
16 4,490 1.970 7M1 b 47
1061 MSR IN 5,161 2,170 10)5 7.24
1 15 l0' 20 5,830 2,3150 1,2941 K 02
22 6,510 2,600 1,617 8.KU
24 7,1X) 2,840 1.187 9 57
26 7,86) 3,070 2.403 10.35
28, 8,540 3,3(X1 2,867 11 12
301 9,220 3,3)(1 3,3911 11 89
31, 9,890 3,300 3.945 12.65
9 1,690 1,240 166 3.78 -
10 1,950 1,380 215 415
12 2.470 1,580 336 4.91
14 2,119() 1,770 487 5.68
I6 1,520 1,970 671 6.46
145()1•MSN I8 4.050 2.170 889 7 24
a> = 1 3 x Ill^ 20 4,570 2,360 1.144 K UI
22 1,1W 2.MK) 1.418 K 79
24 5,640 2,840 1,772 9.57
26 6.1711 3,070 2,14K 10.14
28, 6,700 3,3(0 2.568 II II
30' 7,210 3,31X1 :.,1135 11.88
32' 7,7611 3,3(X) 3,549 12 65
i1,:mch Ply*axl Of 7/le Inch tl S IS Only
--mute+1,2 awl i in Tah1c NO VI dxw apply
.� wr wa .m w � s ■r
Page 7 of 10
PFC-2992
TABLE NO.IV-DESIGN PROPERTIES FOR TMI^JOISTS,
TMI-3(WEB = 311"PLY)2 x 3 MSR FI ANGES
OVERALL
-r_-- MAXIMUM MAXIMny -OVERALL I ALLOWABLE VERTICAL
DEPTH DESCRIPTION (DEPTH MMOMEENT) 9HEAR E� �
- __. _._ I-) (x la) l■106)
`l 1,71x1
hI I 4,261 9Ml 317 M60 247 2.70
5,4,x1 1,131) 2.46
14 6,540 , 4tlh 3.49
1,281) 694 4.03
?40111 MSR 16 7,7(x1 1,430 941 4,57
h = 2.0x I(p )Io I,b(10 1,229
20 111,11111 1,761 1,557 5.12
22 11,1711 1.920 142H 5.h;
24 1".,330 1.080 J41 6.77
- 6 13.490 2,230 ',r101 7.32
4 3,330 861 -..-222 _
IU 3.83(1 2.69
12 1,861 96) ?8h 2.95
1,I_10 431 3 48
14 5,890 1,280 627 4.03
IINq AISk 16 6,930 1,430 852 4.57
!: I N 10 20 7,96) 1.6(m)
I I U S I?
9,010 1.761 1.412 5.67
22 111,0511 1,9?l) 1,750 b.22
,4 11,0911 2,0811 _2,127 6.77
-- - - 6 -- 12,140 2,230 1.5 it, 7 32
9 2,4811 -�-- --
10 2,861 NMI 148 2.G9
960 ? .95
1? 3,620 1,130 392 3,48
14 4,390 1,2tl0 561 4.02
IMnuf L1tik 1 5.170 IN 5 9411 j � 762 I 4.57
- I M K j o, 2 997 5 12 I
�) h,720 1,761 I,?h6 5 67
2- 7.51x1 1.9211 1.571 6.22
26 24 8,280 2,080 1.412 6 77
---- -- 1,241 7.32
- --9- -2 150
10 2.!80 8611 18h 2.69
960 2411 2.94
12 i.150 1.13(1 3h9 3.48
14 3,810 1,280 527 4.02
050FM:;1 lf' 4.490 1,430
5,160 717 4.57
f = 1.3 x I(p 18 1,6x1 939 T
20 5,830 1,76) 5.1-
2� 1.481 5.67
,4 h,5111 1,920 1.481 6,22
T 7,180 2,080 1.904 6.77
6 7,86) 2.230 2,163 7 31
9 1,6911
0 1,950 q j 'oq �.6tl
60
1. 2.4711 I.13o .94
14 .,990 i.?tlll I 3.47
16 3.5211 4h 1 4.01
[1�4501-�MSR 1 1,430 6?' 4 56
3 x IIp 2U 4,570 1.760 x23 SII
22 5,1(1(1 I.IW7 5.66
24 5,6411 1,920 I_W2 6.21
26 h,1711 �ti0 10 1.584 h 76
2,_ 1.900 7 it
I1N N0111 L'�1.2 mid 3 m luhlc No VI dw appl) --
PFC-2992
Page 8 cf 10
TABLE NC.V-DESIGN PROPERTIES FOR TMI"JOISTS WITH TIMVENEER FLANGES'
--------`_----�� _.�_--- MA%IMUM •MA%IMUY �
OVERALL ALLOWABLE VERTICAL K
DEPTH MOMENT SHEAR a
__DESCRIPTION (Inc6�a) (fl.Lb�•) (�•) Ix 1p) ( Ia)
i 5 x 3.5 flanges - --- ') --- 3,820 1,240 333 3.89
F, = 21(K)psi 10 6,710 1,380 429 4.26
L 2.1 x l0^ 12 8,500 1,580 660 5.02
1`,u"orIli"Plywooxl. 14 10,300 1,770 946 5.80
of 4s"ur111h"O.S.B.web 16 12,120 1.970 1.289 6.39
IN 17,930 2,170 1.690 7.38
20 15,760 2,360 2.151 8.17
22 17,580 2,6(x) 2,674 8.96
24 19,410 2,840 3.261 9.75
26 21,240 3,070 3.915 10 54
28 23,060 3,300 4,637 11.33
30 24,890 3,300 5,429 12.12
32 26,720 3,3(K) 6.293 12.90
L 3 x 2.3 Flanges _ S 3,830 1,240 221 3.82
t, - 2100pbi 10 4,410 1,380 285 4.19
P. = 2.1 x 1(6 12 5.580 1.580 442 4.94
'sn:"or 1/1"Plywood. 14 6,770 1,770 637 5.71
ur I1a`jrVie"O.S.B,web 16 7,960 1,970 871 6.48
IN 9,150 2,170 1.147 7.26
20 10,350 2,36() 1.466 8.(13
22 11,561) 2,6011 1,632 8.81
24 12,750 2,840 2,244 9.58
26 13,960 3,070 2,705 10.36
1 5 x 1 5 flanges 9 5,820 860 328 2.73
F, = 2I psi 10 6,710 960 •121 2.99
E = 2.1 x IIA. 12 9,500 1,130 644 3.53
1,8"Plyw(xxi web 14 10,30(1 1,280 917 4.08
16 12,120 1,430 1,240 4.63
IN 13,930 1,600 1,615 1 3.19
:0 13,760 1,760 2,041 3.74
22 17,580 1,920 2,521 6.30
24 19,410 2,018 3,056 6.86
26 21,240 2,230 3,645 7.42
I 2 31langes - 9 3,830 860 216 2.70
1 2Rai psi 10 4,410 960 279 2.96
! 2 1 Y IIA 12 5.580 1,130 427 3.49
Plywixxl web 14 6,770 1,280 609 4.03
16 7,460 1,430 822 4.57
is I 9,150 1,(00 1.078 5.12
20 10,350 1,760 1.366 5.67
2211,560 1,920 1,691 6.22
24 12.750 2,0110 2,034 6.77
26 13,961) 2,230 2,456 7.32
15 . 1 7 Flung-!s 9 25 2,790 860 172 2.77
! 211K)psI 9 50 2.890 890 184 2.17
1 2 1 x 10^ 11 25 3,620 1,040 275 3.29
."PIywiKxi web 11 875 3,880 1,090 312 3.39
13 I5 4,450 1,175 403 3.83
14 1 4,750 1,220 459 3.93
11-imus 1,2 and 3 in TaKe Nn VI aho apply
Page 9 of 10 PFC-2992
TABLE N0.VI—DESIGN PROPERTIES FOR TMI-JOISTS'
TMI-5(WEB'a' O.S.B.)LAMINATED FLANGES
"- -----r ^----_-- MAXIMUM MAXIMUM
OVERALL AAAI LE VERTICAL
DEPTH MOMENT SHEAR Fh K
DESCRIPTION (Inches) (Ft.-1 bs l (Lbs.) (*tG9 _ (a 1041
21r 3U:laminated IJ 1I,HINI 2,470 1,2111; 5.63
24(X)FMSRI'langes In 14,1K11 2,7191 1,666 633
1: — 2 0 x 10h I ri 1614711 2.930 2,1115 7 05
".rrrenleJ sirand '0 111,770 1.1502.77t1 7 111
2, 21.070 3,4tn1 11.447 ri 5'
MrurJ acb -
24 23,3911 .1,11X) 4.1911 4 :h
?h 25,719! 3.K50 '1.011) Ili M
2' 28,(121) 4.115!1 5,907 10 74
31) 30.341) 4,r70 6.14K3 11 Ori
32 12,670 4.170 7.07 12.23
1' Lnnuuted 14 `9.7411 2.4711 1.19111 5 62
211911•MSR Ilanges 10 11.1101 2,7oO 1,502 6.33
k = I.K x Ill, IK 13.470 2,930 1.972 7
Irz"onented ylrand 20 153111) 3,1511 ',508 7.79
board web 12 17,240 3A N) 3.113 K 52
24 19,130 3,619) 3,7116 ' '-!)
26 21.1).1() 3.11.50 4.52'1 111(91
28
22,9311 4,11511 5,14? 1074
ill
24.810 4,170 h,2'7 IA
IK
—�_A2 26,7111 4,170 7.1114 I2.22
I hr nlatttinunh nunncnl anJ,hem values are for normal duration loading and mal he mereawd m accurdurlce ut111Chapler 25411 lire
,tile lit load Jutaltun
Calradulr bending and+luau deflection+as lisihm s
Fur holding del lecuoll art slandatd v,gureenng r41nnulae
Fur,hear Jellection use KAI,K
Ewinple of untlurml)distributed Will
tit l.' MAI 51,1'1-' IIL
3N4L1 A' 384d1 K
Example of concentrated Toad at cenlerlirte
L� PI NAI PL' 2PL
48L1 K 4KE1 * K
N l lulorw load nr i>,artrJ,per lineal inch
1 = 1-.Ilectrvr.pan m utche,
LI Moment if nhrttia time,modulus it clasticll)
A' Shear del lection swltahrm
II Bending moment in inch-pound+
P ('omentraled load tie p-unds
'Ikshgn,hea,cupAclnes hasrd on hearing length arc nalcd below 1ltc+c values Ilia)he naerlsdmrJ and uurcased ler hanger earl+
Ina,the loh,I The Jr,hgn rapacu)may he incteawd t a It in
branng leaph n pnhv rded
DESIGN CAPACIT91Pounds)
_ GEARING LENGTH 2 x 9 Chords 2.4 Chords
1'1)"IMin l I,81K) 2,(XX)
2r. 2JAX) 2,K1N)
r-
�" 1.11X) 1.4191
,Nch%tillcnrrs,a+noted 1)r Fhgurc No I.atpnal,ol lvanng atrrcyuucd lotalldcplhsullNil Slor•rs 5n1)enetsba 14-mchim,1%
,hall he allached w 11h nail,a„p:ctl led f/lr 16 010 1411111
IW owl IWX ORA qkz
PFC-2992
Frage 10 0110 -
TABLE NO.VII-TMI"HOLE CHART
—C1RCULARNOLEDIAMETER _—
J018T ol, I Col.5 Col.! —
pRPTN ^' 7 �7
! --'— h h 7 �
14 t1 12 NOTES:IK'llK 11t I' 14 I DU NUT('l1'I'UN UAMAGE FLANG :1
"1 4 11 1; j 5I)o not cul the web within 4"of the supporl If'•
2- ll 12 1r 17 3 Whctc more thanone hole rs desired,the length of
24 ll 13 X11he web between hole,must equal or exceed twuc
,K I 14 17 12 IS IK 211 the Jrameter,d the largest hole,or lwrce the srtC oI
41) 19.8 20 the largest square hole.
42 (t 10 13 _ 16 --
_ a Except as noted in I.2 and 3 above a 2"�ho a may
BPAN - -MNiIMUM018TANCEFROMBUPPORTClNTlRLIN! M cut anywhere
ll �2 6 3 11 3.6
IU - _ - 1 h j Il j h q i S Thr longest side of a rectangular hole shall not
12 1 t 1.4 b S-3 •:xcecd three fourth of the allowable round ho1C
1 h _'1) 2•r) 3.6 4.3
14 h 1 1 4-0 4-9 3-h diameter.
Ili 1 1' ;h 4.h 3.6 6"3 h Table is for sample spam undofm loads only.
-4 2.9 3•ll
i ,.11 .1 4'11 6.0 7 7 Except
hr Ihesc rules ntay be lxrsstble.Conlact
222 1 3.3 4-h S"6 7 I ?1-6 TMI Stfucturul Sy stents,Int:
4.y 6.11
4 2 61 4U
-9
21) 2 1, 4•h 5 1 �•6 x r, �)
3•h
,K 2.4 4.3 111 10 h
NI 1 n 4-6 h 11 7x•n.6 t r, 11 3
12 t t 4-4 6•h 1r 1 I?-0
14 1 n 5-11 6'`) 8-6
3h 1 1, 5 h 7.3 9-0
iK 1't 5`I i•h 4•h I I h 1 1 3
411 t o n D K-0 Ill-11 12.11 �_I4•!1_
IN1fHl�1 I111N1:
I the lout Jrpdt and desired hole dIjIne:er to determine the column Io use.
Use ptrst y au m Towel halt of table .uul read dimension from the sclu tat column. The
dine n,ron selc.leJ Is Ute nonumunt drstamu•it,Iceland inches from support C w[•of hole.
1 1'ahlc may he mtlelivialed
EXAMPLE:22 r t,I.with I I"+little and 211'span
I From uplx•r hall ttl table select column 4
I 'x'spell and column 4.Iron the lower hall of table.the�•of the hole must ix 7'41"from
the suP1mm Il'.
ktm, E VALUE AE ISUNCEI DO NOT CUT,1N
FLANGE VEB SHADED
/mss 2 HOOL
LFLANGE OR SMALL
D 2D
SUPPORT _-- _. SPAN—
CENTER LINE S'
L INE
i
TABLE NO.Vlll--ALLOWABLE VERTICAL,LOAD CAPACITY OF TMI' BLOCKING PANELS - —
(Pounds Per
32
NEe 24 29 30
10 1t 14 1! 10 !0 !!
MATlRIAL !
4w I'Iyw,MMl i,INMI 1,1NM1 2.8m) 2.SU0 2,31N1 2.1W I•NW I_MN) IAM I,11N1
n..
:8t
111swood I,INNI 3,INM) 2.41N1 2.71N1 2,tANI 2,41N1 LIUU 1,41N1 1,71NI I.SINI 1,4tA1 1.31N1 1.21N1
r 7311 71N1
h 4, 0S l{ 2.KIN1 2.701 '_.43U 2,2111) 20K)N1 1,7311 I,SlN1 I,NNI IJINNI KINI h. 1
J
u,< ad
i0 a DO. NAa t S[e
ere. •f r,I/lNlt TMr
M, Tor
1.MAI. J �,AN[f
. •..• � 1 ! !•/e;• /AIN
/Ye• .rAe♦
)•MAR 11 i TMl - Wee �e..I I/IrW11. 49
SPAC.NO T -I `� ,Nl la !tort
k 04.Oen+c NA..
.. ......,o, _ i- -BarroM V r. r✓ . A.rr..e
llAlOt
.rreol a
/'Ale r.IN
Oo Ntlr n/A/L
wi>•wOUr -A..eA a.—'—
NA/r SCHC'OU��CC T --- ro rvl veru oAMPeI re �]
rMioe rrN WA4! wetle Ij[ARInO Snfrelfq !M/ CROSS R/ G/N_ ,C/ETA/L
5
10" — 6
12' r
21 — N
.A S-
41 \
AN/
TM
nM/
D.eIY w. Al rwe .wt•+
/ r eeo rear lrl+c.N[s
` v+PrlA'IAl ANO t•=I' ,
SrNIlNlA1 AK __NIM ; ♦'/lte Prr/+<N60
lV e[l ,vAA..Mr rrir wry..
31OCKIAC ,DE�L4/i
BGAM ro WA%% nfTA/L
10 '000
AW_Nn Aro a ..
9ririavtb
rAcrr/Mtt of vrrwooe wle
So, ILUA.At +r..i of rwn
saa ...
HANGER SETA/L
Sr/Irl/rtA! AK__NMl I
.'r/AGN iA" OA tlYW000
.vel. Jte IIAA. Jr./I
�lAN O,[ WAaa ce rA.l rnA ,vA�a MAr. `
NA1.OtA
J,eWAD
/ MANILA. •1
Wes sl rreA'AA
' ~AOI--
-- - tnrA[•'tAr TM/ _y
OLIn.a N w l .rw..
aEAM NANGEf OETA/L_ SKEWE.J NA/✓O_-'906 I`_— _—
�.o ,moo <eoA
r—.
CoN{lancr/oN Srouancr 'r
•SZZ�iiJ 3*tr/ ,v+n iJoc,fa r Io ince or
hrw000 wf• ON JCIJI "Y'ONtr
� C.C. hrw.0.ort/wS N+It lv6 !O
�'$ /•re.<N r an..Aoa r. way•!.roto � ! �.• .r+.. J TM/
a T
"All 1-4. J..1w000 W.A
--
Je«J.r
MO.. rw.N WO !O/J lJ r r
aKa J
\ � �� _a•Aar.. ,... / (BLOCK/Nr-PANEL
Oa�i�[c .TOiSr LTi+/c �•• "`�• '/
Rrov . - r re'i oth+ra r
sra iRnt...c JLr//.vie 'M/
Wa•a .t. Pa rn.a Ie: .vn...wc 1
/ e
� •t
i
/ rar a.fe n./lwR -
e..fA.,.. n.NJr. o, rf Y.a a.e t.wt Y•nN.. - ---_»..,.
A61.QC&/&e PANE'!.
J•/r r M+/r J NI.N
_ 5/OGG BLK. Pf�jNEL :•+�r •'� Al, ,eoo-
I rNI� lJ.Jr aMtrM
OL TA:L
� • s
J k
_ \ i TM.
r t �
\
�� I ILII
Mea► renie+w�.<
FFSET HI!NGER �EtA/L
END
WA CL l?LOC411VG PANLL
�.nMr .<w•[e - r.[.n w.< / ITMr N•.vcr.
rml
/r
TM/
y"fA.UI HANGEF_- DETA/L BEAM HAN�C.E OETA/G
TM/ � �-3MIr rrrW _
r AA.rlra .tfr N.wrla MLf r. re/L. r
Mr y�9 f ..✓
N MrY • fl.. fr.r �r
/aa LMKlw ra'A!!O IfAt1f Mr.f f'ra Na .! r. ... •M•�r �ff.Al! fr.r/Y
wf' Lfwl.�rtlG w 011 rlaf � ...r l.K r! A.a carorr4'.I)•!r a Mrr lw.t r I•Mra.-
�rt
MY NAtw[I• / /
rM r NNrr
TMi �-JJ rI r
Y1.-�.+.J ,.. .- ..w.r / �r-- •rrr.,.
t I /trA av P�ltl
L Fo
�� •. r rrrw. �
•� Mlfr�M f"
. . .Ii-� �Lc,vnn:�c.ec C/•y/T SJ!�,G_ r
n• rr+tfws'tA lar afAJIJ r.r.rf
•• :rf.elc lr+ .r Ja.f.e.• �.a Le......ro.rn ruse rJ.
iL c..w.oti� ... .elf•s•.r
I
NLAOtA,MIMf __--`
Jbr/1 NA1Ll rY
I.Car—".A •.r..I..
II
�. 81///LNf4.i Ml'
�3EAM NANGEf? 4�FTA/ swaN w e„ w,
JLC aLAAA..e ,.•. oLr.Aa
BEAM NANGfQ
1/E/� A.L I
J
e
NAAL arIiFLNLq�Mt-Y'q
hrMM00 .Yof jolip ,411NUfA
1NJ7A/Att A1A AMAM4tlf',f)
N.)•N � 100 fJC.Y NOpt/ A�Awft �ArIA,�___
...0 'f1LI►l MI/lL
MANGER
NFAp(R VA,tS
SONS!NAit s
/ t M
TM I / REAM ow wAu
I \
nN.
Jr.IILNI.!!Nt_.4114 ro LACN t .
.� �wcL oA A•l rNOaO wa'e. J/Ifi.'NL'q� AM N/�L fa
.I Set q:AgI.. .frve �EACtt:ACC OP t,.*w .vats
SGA Av. L.M E!'2/'G!f•F1fNfq ^�!r���.
HANGE,� pET.gl[_
._SEAM HANGER DETAIL 1
PLANS E.XAmml-in WORK SHEET Plan File No.
Date Reviewed
By-
Owner/Occupant—
y:Owner'Occupant_ z;z _ '-- _ Value
�� Phone.
Des i gner'Arch i tech=/jrt, �� _ Phone,
Address
' Occupancy Group: (UBC Ch. S)—
Type of Construction: (Ch. 17-22
Allowable Height : " ac :/ - p�C" No. of Stories
Floor Area:_:;r _� _ Occupancy:kC--i
Computed Occupant Load: Ch.33 �.s,.c�fs .f- 1{2 :24-
Exit
74Exit Requirements: (Ch.:'3
Number:_'? — �,_rX' ��t Spacing;_ -;;
Travel Distance: u/t Door Swing:
Latch Mechanism: _ Special Action: ILA
Corridor Width:
Stairways:
Ramps:�-2
Smokeproof Ent lost res;_ /}
Exit Signs IIIlumination: >
Special Requirements: e_
Construction Requirements : Ch.5-??,29,32,31,42 43
Se:backs: C)A
Exterior Walls:_L.,A
Separation Walls : �.'A.
Foundation: Ci),�
Stairway,,
Corridors
Exltways:_1
Vertical Openings: C)k
Wall Openings .- Ok�
Parapet Walls:
Draft Stops:
Attic Access: _
Basement .Access:
Underfloor Access:
Smoke Venting:
Foundation Vents: _
Attic Vents:_
Fire Resistance: jW
Structural Steel " A4
Roof Covering:
Energy Conservation: IQ
F 1 ood Proofing:_
L,7 I! - I m 'cs;x,��i—
A"I d-ad
Occupancy Requirements -�Cli^5-22 31
Light and ventilation.-
Sanitation:
entilation: ('j
Sanitat ion:-mak ---
Occupancy Hazards ---
Process Hazards:��.JtSpecial Hazards:
Hazards:li/�—�
Handicap Access.--1-
Sleeping,
ccess:Sleeping, Rooms: '
Heat ing•_ ) — —
Glass and Glaz:'ng:
Interior Finish_ > _
Alarm and Extin uishin S stems (Ch, -1 81
Sprinkler Systems :
Standpipe Systems: —
Fire Detectors: - --
Alarm Systems:
Halon Systems: —
Cooking Equipment:_ C,) LL
--
basement Pipe Inlets: -_
Private Water Supply:
Other:
Mechanical S stems UMC Ch`5-13, 18-20
Equipment-General :
Combustion Air: -'
Heating Systems: ---
Unit Heaters : _
Venting: _
Ducts:_ — ------
Misc. Appliances:
Hood Systems :
Fuel Piping: _
Other-
Planning and 7_oning Requirements
toning District:
Purpose:
Permitted Use:
Conditional Use:
Height :
Lot : —
Site Review: _
Off-Street Parking:
Signs: —
Access:
Flood Hazard:
Special Use•_
Other: —-