Plans ' \
--
REPLACE EXISTING FIXTURES #. LT/
. ter ,
I ON EXIST POLE w/ NEW /... "
1000w METAL HALIDE UNITS C ., z
2n!
r •
� .a � - DAMAGE
AND .a - AVE ARI
REPLACE EXIST
(_
•
I 1E� I 1 CHAIL -LINK FEN
• • -: r EXIST. 6' HIGH w / NEW 6 HIGH
_ 6 II
C.M.U. WALL C.M.U. WALL
•:.. t El i (PROVIDE NEW a •
- I I I ; / (METAL HALIDE I
-- _ �. _
I I I ( ON NEW 20' ST
1 _ 27W
' ' / it . 7- EXIST. MENU BO • ' NEW CONC. PATIO/SIDE- I EXISTING DAIRY OUEEN RESTAURANT !l TO BE REPLACEI
WALK EXTENSION WITH , `�I w/ NEW IN SAM(
CURB RAMP i M TO BE Ct?NVERTES INTO A / LOCATION \\________t_ UB MP
. i #2 1 •
/ BURGER KING RESTAURANT /
/BUR GER KING' SIGN _ T FLOOR AREA �2852 s , EW POLE • - i SLATS
f � _ ail= `' _ . STANDARD ACCE SSABL E ' ;� ••• '
._. VAN PARKING SPACE o : ' lk L . _ - s . . s _ ,.� I I
- - - -
' S R 9a i SIGN �" i _ _ - i
� I� 'EPLACE EXISTING FIXTURES R r I
' •:' ON EXIST POLE w/ NEW - Op:
1 100 METAL HALIDE UNITS 000 & I , / ■ `� 1 .11/ I
J , i , _ I PARKING AND CESS AND DRIVING AREAS RE -DO ACCESSABLE RE- STRIPE ALL PARK(, EXIST. DRIVE-
0 ;/ C , D ` , �� 1 AC . F •• 1 / �, • DIRECTIONAL
SEE SHT. �2 �,0 ® '� TO BE REPLA
- -- -- i d• \(1' — / w/ NEW IN S
CITY OF TIGARD — / ------ - - - - -- v ed- °�` P �►`'� e d t -- LOCATION •
_ -- 1 .proved • - -- �( I PP o � ` O � a` \ ev � ° ` � a P I G nay kr a ' Conditionally Approved -
` , Fo onl the wor a in: Fo VO °` \OUJ "'� p ti I , `i�, I y ` • PERMIT NO. ,
p � �kec t° F��a°r � ake 1 L , �I(o ..
•
I See Letter to: Follow 1 ac�; l _ -.
Attach...... 1,ob Pd '
Job Address: / ��� , g y •. _ - I
- ��� Date: �' p - _ �; i
/ 1 , 1 _
0 1 _ n i , , ' .. - . _ I 1 FYISTINr RrTen DI u , , w•. n I
y
Pte! . f
b ,O'
' ow" , ... •c.eccc - 1 :KSSON I •[mrA Sue I •C:cs*s, I:o'c Itncv I
# REMOVE EYEBOLT - sa: I - Tj ■ r:•*..I aA I+ro,NuNCTaonr "L:c*• *�• l:c..c '+
99 11/16' & CAULK s.{CU.+as.
REPLACE W/ BOLT TO PREVENT 20
� WATER SEEPAGE 1 aoa ..._ I I'c • •,r • 7 - r -r _r r -C r -C' I +.a l / 3' -c r - . p 0
1 1/2 -6 X 6 1/4" HEX M/9 _ 1 { . 0 rouNw ro
w
c ° ME ° (4) & F.W. (SHIPPED W/ HDWR KIT) n I •* s / , r '
96 11/16"
O ,� ^ , I sue i. _r +/r 7 r -c r -o I r c I r -c ;.r; I + rr
(�/� IwV I L DRIVE THRU auNaTro
Iv„v( 4 6
R E ADERBOARD S I ,,1
u
I ss0. I snr i .._3 +T s -c Y-0' F ORMED ESCUTCHEON _ r°vNwTpN I I I .3 I"
"A" / (BY SIGN SUPPLIER. INSTALLED { Z 4 X 8 N BY ERECTOR) N � F EADERBOARD I sLA, a7 3/or 1. _3 ,m I ,r ,...r ,--r i t -c I r -r 1.37 11.21 N
_ FOUNDAT
20 n
I REMOVA E ND - F ILLER II In7 sits' •' - 'm s.-0. 3.... s7 ,s7
FOR S E RV ICE ( + o LURI147
ZD�. t� DRIVE TH ➢ '0= ID I IV
1 I M - ra SLAB re7 snr I r-3 +/r • -r • r -r -r • r -r r -r '.n +.ra
I
- 1'.:357C Q -Q
EREC TO SUPPLY & I so„ 1 s / +r I. +Ft s. -r r -r I I 1
r.+. r. +.
-I "q" POP RIVETS AS SHOWN.(BOTH SIDES) rou.wroN
✓ W .
V1
= ELECT. OUTLET CR r sue 3.7 snr . •_r .• -r r -r s...0. r -c I r-r I Li? 7.40
°UNw0011
Z A INSTAII&DONS D .
NOTE: ADDITION OF READERBOARED I CNSSON 3.7 3 /'r 1 -r r - 3• -r I I '.3 7.17
TUBE COLUMN REDUCES DESIGN WIND LOAD TO pOUNwrgN
1/2" CONDUIT HALF- COUPLING 31.3 PSF. ; SIGN NOMENCLATURE
II (INSTALLED BY COLUMN SUPPLIER) 1. LAMPS: (8) 96T12 H/0 CW SUMMARY 1. TOTAL AMPS: 9.75 AMP
13" DIA. HAND HOLE (WEATHER PROOF J -BOX BY ERECTOR) 2. BALLAST: 2) JEFF. 256 -496 -100 OR EOL.2 TOTAL CIRCUITS: (2) 15 AMP
W/ 18 GA. X 4 X 4 �3. CONN. LOAD: 7.8 AMPS
"q COVER �� �- PEDESTAL 4. CIRCUITS: (1) 20 AMP
N y ,,r i I LENGTH 5. SERVICE SIGN BY: HINGED FACE REFERENCE DRAWING
W _ o I GRADE Q 6. LIFTING WEIGHT: 550 LBS. APPROX. 5
--� I-- PEDESTAL WIDTH 1. SIGN SIZE 8'x8' DF CP 1 D6
_ { a I n 1 • SIGN NOMENCLATURE (DRIVE THRU) (PER SET) PSF DWG NE-5107. E -5106
t I I %` %': f ; T" GRADE { u'1'�: •'• ' +.•.; 1. LAMPS: (2 96T12 H/0 CW 2. OPTIONAL COLUMNS:
EMBEDMENT ``.i 'n :.� E I ' p '." `� `` 2. BALLAST: (1) JEFF. 258- 6 ( p ) DWG NE -5114
. ■•'• 29 HI -N- RI
m= : i . Y. - .1 :: ' 3. CONN. LOAD: 2.05 AMPS
a .a 5a. . • ELEC. CONDUIT • • y•. rc 4. CIRCUITS: (1) 15 AMP
k , u+o : r.• % ' %•: a (BY ERECTOR) 5. SERVICE SIGN BY SLIDING FACE
' Tt eaarr n.a, sAa t u. , , c, eo 6. LIFTING WEIGHT: 90 LBS. APPROX.
F AY :r -. R ORCr011. COMun U% T BE BELOW wines � 1.: - .%
Y. Ara Dr f I I ".-
'L 1 . N :' 01 !DAN NOMENCLATURE
• KAI�r �� - 1. MATERIAL: TUBE COLUMN A -500 CR. -r OR 'C'
/ sssir mrTracr0l Amapa uNOEa caou.D -
PRO ' Cr r1 L•o A *711+1 rs F- SLAB +I DIAMETER _ I I--
�" ° Tag o 11101 nsTAUATpN, MOOR LENGTH 2. WIRING ACCESS: HAND HOLE W/ COVER
WIDTH Bi 10 7111¢ M tw[C11°1L Z1 3. LIFTING WEIGHT: 20' O.H. - 416 LBS. 25' O.H. - 536 LBS.
FRONT ELEVATION 30' O.H. - 862 LBS. 35' O.H. - 1 256 LBS.
VERTICAL SLAB FOUNDATION SIDr VIF1y ALTERNATE CAISSON FDN
P/N: 00 -00- 004 -8100 40' O.H. - 1717 LBS.
ION IS APPROVED FOR A STRUCTURE TO BE PLACED AT : ,6 A20 oeg59•.1 _ __ •
• MENT FOR OTHER LOCATIONS 5 STRICTLY PROHIBITED WITHOUT THE APPROVAL OF THE PLA S TI -LINE, INC.
•NOTE THIS DRAWING REPLACES
1, ENGINEER HAS NOT INSPECTED THE SITE THE STRUCTURE IS DESIGNED FOR A 3_11 PSF WIND E-5179 & E -5400 P.O. BOX 59043
' OTION IS DESIGNED ASSUMING A SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY OF
', OF DEPTH. THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES IF THIS DESIGN IS SUITABLE KNOXVILLE, 7W 37950-9043
DOCUMENT ORIGINALLY ISSUED & SEALED BY ROBERT TAYLOR. IF THIS DOCUMENT IS COPIED IDSCNR: RRT DWG.BY.: RRT I CH'K BY: -
' ED ELECTRONICALLY. THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
CAM CO- ,a,L SCALE -- DATE: 9/28/82 I DATE: - -- smo 1 pSgl B � . __ IDraurrrDN- INSTALLATION & FOUNDATION FOR
- - '4"sO S • n O" ° i0R MO °' 13 13 004475 { 8' -0" X 8' -0" DF CP SIGN 35 PSF
~- EcN I DESCRIPTION OF CHANGE I N � °YrA BURGER KING
. � -LIN N• UNSPECIFIED RADII I IDas.rrrc rrurera B> 6 S 9 7
'n+ rr n WS R 'TOLERANCES: .1u Drrrxsrows ars rr rxcxr uwuss orxrrrrrsr srtcrrrr° j HT' �F
us.oa rn•a or s ANtusw r j
4
ri .
REMOVE EYEBOLT & CAULK '
1 99 11/16. REPLACE W/ BOLT TO PREVENT BURGER . =
WATER SEEPAGE i Oa@ 1 ,
11 .- --"" /- PRIMARY LOGO SIGN
[) 1 1 2 -6 X 6 1 /4 HEX M/B ., & F.W. (SHIPPED W/ HDWR KIT)
96 11/16" r•
�Y
FORMED SIGN SUPPLIER ESCUTCHEON ,
� ,
I i �/� BY ERECTOR) IN STALLED ccvm z
20" A� R MOVABLE SERVICE END - FILLER
I
'� 1 6 ° l DRIVE, I o
1
_� n
ERECTOR TO SUPPLY & INSTALL
z i __..... POP RIVETS AS SHOWN.(BOTH SIDES) I
N I ELECT. OUTLET GRADE
z AL
NOTE: AD
TUBE COLUMN REDUCES
O 31.3 PSF
c.) 1/2" CONDUIT HALF - COUPLING
(INSTALLED BY COLUMN SUPPLIER)
3" DIA. HAND HOLE (WEATHER PROOF J -BOX BY ERECTOR) .
W/ 18 GA. X 4 X 4 J PEDESTAL co COVER W LENGTH
^ o " fl GRADE
—..j F- PEDESTAL WIDTH I •
‘\,,,,N
,��� ; <: ; ,.y ;; GRADE ' ‘ .
I EMBEDMENT : : ,:_.;;.: i:l1 : t...
03, 1 ;-• ELEC. CONDUIT :;"
a t N W _: : •••••"-"?':.;'" : • . (BY ERECTOR) '_'. "' :' .;.
•'r :: ° NOTE: CONDUIT THRU BASE & UP TO JCT BOX •�:' ...S.. _,,
I : .•.Y . ` BY ERECTOR. CONDUIT MUST BE BELOW SURFACE t; : : : • .: • :1
:�,• �:.., � ;•• -,, •• .
A YIN. OF T2• � STUBBED UP BESIDE BASE : .. • .
�••
t• r NEAREST BUILDING FOR LATER CONNECTION. • ' - "
7/ WHEN CONTRACTOR PROVIDES UNDER GROUND I.- SLAB —I DIAMETER
1 S LAB —_ I CONDUIT AT WIRE IF THIS CONDUIT & WIRE IS •
PRESENT AT TIME OF SIGN INSTALLATION, ERECTOR LENGTH
WIDTH IS TO MAKE THE CONNECTION. 2
FRONT ELEVATION
A VERTICAL SLAB FOUNDATION SIDE VIEW ALTE
VOTE: THIS DESIGN IS APPROVED FOR A STRUCTURE TO BE PLACED AT 76t ' a oec_bo -.1
JSE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY PROHIBITED WITHOUT THE APPROVAL OF THE
NGINEER. THE ENGINEER HAS NOT INSPECTED THE SITE. THE STRUCTURE IS DESIGNED FOR A 3s PSF WI
ORCE. THE FOUNDTION IS DESIGNED ASSUMING A SOIL WITH A MINIMUM LATERAL RESISTANCE CAPACITY OF
_ __PSF PER FT. OF DEPTH. THE INSTALLER SHALL CONSULT LOCAL AUTHORITIES IF THIS DESIGN IS SUITAI
OR THE SITE. THIS DOCUMENT ORIGINALLY ISSUED & SEALED BY ROBERT TAYLOR. IF THIS DOCUMENT IS (
4ND /OR TRANSMITTED ELECTRONICALLY, THE COPIES SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
8 7/22/96 SBP 5558 91- REDRAWN ON CAD: 8 2 - ADDED NOTE
REVISIONS A THRU D NOT LEDGIBLE ON ORIGINAL PRINTS
EV DATE INIT ECN DESCRIPTION OF CHAN(;F
ROPERTY OF P/.A.cT!— r TAr>' rArn I -
\
\ 61 \\ rag '' \ \ \ Y \ � N 1 \
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BRACKAN ENGINEERING, INC.
P.o BOX !4fl01
C/J' EUGENE, OREGON :174C54357
Dm
VI PHONE' (541445-861?
FAX (641) 486.41 :a
EMA0.: brad tMn1,161 et oohs
STRUCTURAL CALCULATIONS
for
Sign Foundation for Tigard Burger King
at
Tigard, Oregon
for
Stein Sign
c , ,ciT�C -
, i e._ _ ,,” /-7, _, ••l
EXP'PE$ 1 /3
12/03/97
5 Pages
OF 5
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BRACKMAN ENCINEERINC4 INC.
43s WEST 10TH AVCt'UE
EI:.ENE, ORMON 97401
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FM 1071043.0099
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PAGE 2 OF 4 5 if
--
RACKMAN ENGINEERIN 4, INC.
P.O. Be' 50601
Etagere, OR P7405
P,r-r.+i 041)343.813 Fax (541)454113
! _ EMAIL: brackma tela ort.aarn
SIGN FOUNDATION CALCULATIONS
L nii , brougn ferosIM. ek. Afi,fWP Whew wootAKpamwhr
t.LI.N "! : ETE1N SIGN
PROJECT TITLE: TIGARD 9URGER KING
DATE: 12I3!97
PROJECT NUMBER: 2731
WIPID N
BASIC WIND SPEED ■ 80 I'AP�i
WIND STAGNATION PRESSURE = 16,4 PSF
WIND EXPOSURE (B OR C) = C
HEIGHT ABOVE WIND FORCE
GROUND (FT) (PSF)
HEIGHT > 0 , BUT i= 15' 24.3
HEIGHT > 15 , BUT <= 20 23.9
HEIGHT > 20 , BUT c= Z5' 27.3
HEIGHT > 25 , BUT c 30 2112
HEIGHT > 30 , BUT c= 40 30.1
HEIGHT > 40 , BUT <ew 6C 32.8
HEIGHT > 60 , BUT 4 = 80' 35.
HEIGHT , 1 nrl. iy n
NOTE: WIND FORCE IS BASED ON A Cq COEFFICIENT OF 1.4
" SOIL DESIGN CRITERIA
SOIL TYPE. PER TABLE 18 -1 -A OF U.B.C. w 6
LATERAL AL BEARING STRENGTH= 267 LBS/60 FT/FT OF DEPTH
BELOW NATURAL GRADE
! = MASSIVE CRYSTALLINE BEDROCK.
2 = SEDIMENTARY AND FOLIATED ROCK,
3 = SANDY GRAVEL AND/OR GRAVEL.
4 S SAND. SILTY SAND, CLAYEY SAND, SILTY GRAVEL ANO CLAYEY GRAVEL
S . A Y SANDY CLAY. SILTY CLAY AND CLAYEY SILT
1 ,VC:7 i!; !PWABLE LATERAL BEARING PRESSURES PROM 18 - - HAVE
BEEN INCREASED 33% FOR WIND AND Or?c'PLEC 1 •COOTNOTE *3 4
/ f
ot L-- -�
EXP;I:ES 12/31/97
E0 39 NI31S NI31S V9i9969E09 9i :60 b66i /9i /90
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, . PAGE 3 - OF A
BRACKMAN ENGINEERING, INC.
P.O. Boa 50801
Eugene, OR 97405 •
Phone (541)343-8813 Fax (141)488-4113
EMAIL: braciunengteleportcom . .
-01•11.1 ,
- SIGN FOUNDATION CALCULATIONS . .
• 01.597ensaingn - • Or NoilfrisliffloalwaNf011iwillit ,
• EMT: STEIN SIGN . i
PROJECT TITLE: TIGARD BURGER KING
DATE 121347
FFJEC. r NUMBER: Z721 . . .
WINO FORCE & MOMENT CA
DIST. 1 , . piST, Wft..1Z.10•47 •
FROM UNir TOTAL ' FROM TAKEN
, CND. TO WIND WIND GNO. TO AHOuT
ID WIDTH HEIGHT BASE AREA. FORCE FORCE CENTROID GROUND
NO. (FEET) (FEET) (FEET) ,SQ FT) (PSF) (LBS) (FEET) (Fr-I-8S) .
' Al 0.8 • 8,3 0.0 3 24:3 123 3.2 388 •
• A2 8.0 .
4.0 6.3 24 24.3 584 8.3 4,848
A3 0.8 - 1,6 10.3 1 24.3 31 - 11.1 348
- • A4 8,3 8.1 '11.9 ' 67 25.9 1,744 , 18.0 • 27,821
A5 0.0 0.0 0.0 0 00 0 0.0 0
A5 0.0 0,0 0.0 0 0.0 0 • 0.0 0
A7 0.0 0.0 0.0 0 0.0 0 0.0 • 0 '
A8 0.0 0.0 0.0 0 0.0 0 -0.0 0
A9 c1.0 • n o • 0.0 0 0.0 0 0.0 0
1 .1.*::. L. L .k.: 0.0 0 0.0 0 0.0 - 0
tA1 1 0.0 0.0 , 0.0 • 0 - 0,0 0 0.0 , 0
P
0.0 0.0 0.0 0 0.0 0 0.0 o
V t.; 0.0 0.0 0.0 0 0.0 0• 0.0. 0
so 4 . 0.0 0.0 o.o 0 0.0 0, ' o.o 0 .
B
Al S 0.0
0.0
0.0
98 33.401
0 ' 0.0 0
2,482 0.0 0
EQUALS 2,4£2 yr ..Al . 13 5 FT. ABOVE THE GROUND
...,....7
TOTALS •
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PAC„ E A OF ,,C 'j
BRACKMAN ENGINEERING, INC.
P.O, 50801
Eugene. OR 07406
Phe ^c (V1)2434813 Fax (641)1854113
EMAIL! brackmanalteleport.com
S GN FOUNDATION CALCULATIONS
c ow EntAvsin kR No RY ®IHJIaur wilimnp at►t
CLic`': 'STEIN SIGN
PROJECT TITLE: TIGARD BURGER KING
DATE: _1213.'97
PROJECT NUMBER: 2721
UN- CONSTRAINED wT1`1^I CALCULATIONS
d(est.) = ASSUMED DEPTH OF EMBEDMENT = 82 FT.
b = DIAMETER OF ROUND POST OR FOOTING, OR
DIAGONAL DIMENSION OF SQUARE POST OR FOOTING = 5.8 FT.
P = APPLIED LATERAL FORCE = 2,482 LBS.
(BASED ON A WIND SPEED OF 80 MPH
AND AN EXPOSURE FACTOR Of C )
•
H = DISTANCE FROM GROUND SURFACE TO POINT
OF APPLICATION OF "P" = 13.5 FT.
Si = ALLOWABLE SOIL BEARING AT 113 THE DEPTH
OF EMBEDMENT = 551 P.S.F.
(9ASED ON WIC SOIL TYPE 8 )
• (1 ? 4 ' P)1($1 . b) = 1Ij FT,
e1(!"Slr _ CALCULATED DEPTH OF EMBEDMENT t
(A/2) (1+(11.4,38 wAr.5) =
5.2 FT.
CIFFE'?LNCE BETWEEN 4:1(08t) AND C(alIC) = 0.0 FT.
(A NEGATIVE NUMEEP. MEANS THAT d(est)1S: NOT , ?EEP ENOUGH,
A POSITIVE NIJMdt!FMEANS rck est) IS TOO DEEP!
r�kg�S'• ROF
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- STEINSIGN
Installation • Service. • Fabrication
Neon & Electric Specialists
39810 Crown Point HWY
Corbett, OR 97019
• (503) 695-3220
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