SGN1993-00025 SIGN PERMIT
PERMIT #: SGN93 -0025 DATE ISSUED • 04/16/93
EXPIRATION DATE: 06/16/93
PARCEL • 1S136DB -02500
ZONE • C -G
BUSINESS NAME..: TACO BELL
SIGN LOCATION..: 11634 SW PACIFIC HWY
APPLICANT /AGENT: JIM STEIN
BUSINESS TAX NO:
SIGN:
PERMANENT (X) FREESTANDING ( ) FREEWAY ( )
TEMPORARY ( ) WALL (X) ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS • 6' X 12'
TOTAL SIGN AREA • 72 sq.ft.
WALL AREA • 560 sq.ft.
WALL FACE (DIRECTION): N
SIGN HEIGHT • 18 ft.
PROJECTION FROM WALL.: 8 in.
ILLUMINATION • INT
DESCRIPTION OF SIGN:
PERMANENT WALL SIGN. 6' X 12' = 72 SQ.FT
MATERIALS • PLEX /STEEL
EXISTING SIGNS • 0
ELECTRICAL PERMIT REQUIRED: YES
BUILDING PERMIT REQUIRED..: NO
ADMINISTRATIVE EXCEPTIONS.: N/A
PERMIT FEE: $ 25.00
ij
APPROVED BY:
DATE: 04/16/93
, Permit No. SC ?3 - D
CITY OF 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 LOCATION ADDRESS: (16 3 91) P' L / ZONING: ( - - C9
NAME OF BUSINESS: (/V Lb 1561 - 1----
APPLICANT/AGENT: S E I) O tIPANY: 6 ref") 4/1N PHONE: 6/C 3 Z Zd
The City of Tigard imposes an annual Rosiness Tax which must be kept current on all
persons doing business in the City. Do you presently have a current business tax?
YES Y"5) NO ( ) U.L. Label # - -:AU RMA (JO 4-(Q S �
PROPOSED SIGN: (Check as many as apply)
PERMANENT f)- FREESTANDING ( ) FREEWAY ( )
TEMPORARY ( ) WALL 4 ELECTRONIC ( )
OTHER ( ) BILLBOARD ( ) BALLOON ( )
SIGN DIMENSIONS: 6 r X Z EXPIRATION DATE:
TOTAL SIGN AREA (Sq. Ft.) : ' ('a- T. L .ZTMV
WALL AREA WALL FACE: ( Ft.): ait AT dam /+
HEIGHT (Ft) : _ f
PROJECTION FROM WALL:
ILLUMINATION: YES ( NO ( ) TYPE: httni2 U/h.-
COPY: ✓ M / N U / ✓ ) P 1 4 C 3 i L—
�q MA ERTAT �; '76L) t LL_
EXISTING SIGNS: i /4 LL - 77 , 14- V / t)
F “ala `r) 6E / /A (-()
ADMINISTRATIVE EXCEPTION: N/A ( ) APPROVED ( ) HOW MUCH
AREA TS: App -4/ ( /0 ( ) ( )
PLANNING DEPARTMENT All sign permits must be accompanied by a scale
Permit Fee: aS-va- drawing and plot plan. If work authorized under
Receipt No: /3-43G D-S7 a sign permit has not been completed within ninety
Approved days after the issuance of the permit, the permit
Date: - //RI 3 shall become null and void.
ELECTRICAL PERMIT I CEETIFY THAT I AM THE RECORDED OWNER OF THE
REQUIRED: YES fl NO ( ) PROPERTY OR AN AGENT AUTHORIZED BY THE OWNER.
BUILDING PERMIT
REQUIRED: YES ( ) NO (4 Applicant's Si ture
3q ► o c 14 cb 0 o ffi z2
Cp /BKMPERMT Address q70/7 Telephone
N:\WORD\COMDEV\
( J
25 ,
• ..
- • • • • ... • t• 7
• 10. . ,
1. MAKE SURE'ELECTRICALsSUPPLY POWER IS OFF
-,r 2. REMOVE OLD SIGN FROM EXISTING COLUMN.
o 3: PROTECT ELECTRICAL WIRES FROM COLUMN TO
o
i9 SIGN BOX.
4. CUT OFF TOP OF EXISTING COLUMN AS CLOSE
=====
TO THE TOP OF THE COLUMN AS POSSIBLE. ..,....,.i..-1,:.1:.....s..-:?..4.;,,,,,.1,,..,,,...,,i. :,....:, • .,..,. , - ... • . , .. , . ,, :...•:: . . i. ./ .• i ,.. ,,...:. 1.
5. GRIND TOP SMOOTH, MAKING SURE IT IS STRAIGHT ' • , ,'. ....f r: . .xi.F.A.,4,t , -, 7 T'',.: ,.. " . —
& LEVEL AND IS FREE..FRDM ANY. ORat,,RES. ,,
... A4ra'.44.:-..!, 1.
. . 6.. FIELD WELD ON THE 7-,:t":1 10 1O PLATE
PROVIDED WITH NEW SIGN, MAKING SURE IT .IS 3 9 •
• •
LEVEL AND CENTERED. : . : ,• ..i : : , > /
. 0 '•. • .."*"' :, 't,i . 4" ,r.-?4. _,
,..... -7. OPEN SIGN BY REMOVING THE #10-24 LAT H :.::'.: . .. : • . • -. . - . ....-„--
SCREWS FROM :THE. HINGED --RETAINER.':::: ' : .. , c ' - ..f : .71.:.; 'It
. .1 ' . 10 I 7,
a.. LIFT SIGN INTO' POSITION' OVER,THE,.;.COLUMN . . : - : . ' . , , : , - 1- .';:jit. !-.-.''''' . z'• -.' - :.'• '.: ' . ROAD SIG 14 t ,
CAP PLATE. - :,' , - '' '.',..,: ....:. I; ::-::,.':',,..'-..,, .".• - ,,.::,._ ...: . :00 ,,,-,.-:..; 3. .,;.., BY sia)4 ' ;., —
- ;-)ETA.1 I.
,
9`;.. PROP OPEN THE - HINGEO:''RETAINER AND FACE, ' :: • ;:- ' - - --- - . . , SuPPLIER •
.
LOCATE THE FOIIRCOLUMN*XT,HOLES - T ::. • , ' . . :';': -v
..-, . EiDTTOM OF THE SON.'.;;;; FLAT
• - -, WASHERS : - ,L.-!) .4%, . ' ; ••., ' -. , DRIVE :•••'.
• J -.. THE. SIGN:.i'lAVOID...m • -- d 7 . , . .
. .
10,. ''': MAKE ELE6T . To ...:: , i -.. ' - . ) - 4-.0; - ' . — '' -
SUPPLY BEADS
'..:P -';',..-,.= ••`-'::.'; -'t%, • "- - ., , ' ' • ' . ::- „,. • „.• .--: ':::,,,..::.,''.'"''''-
It; '.TEST' SItitY •'? :,` ;- : „.„.:.... : .:: -, •
•-■ 12 'CLOSE :HINGED THE • ' .' " . . ':':.:.' - ' ...:- . ------',•"f ' . .
-a
• •
• , •II0-24 FLAT'111: s•- ,- - • ' – ,.• -;.": --:,!"--r. .—.. i .. .. • - :KI:It.:•.;..•• '-.:.. .
ri '3 •
1 3. CLEAN, SAIIIY k'PAINt 'qopmrc -TOUCH-UP ;1: ":•:., :i ,'. - .. - ''. ',; ...' ' ' - .-'• 1 0 I 1 0
SIGN
cn _ .. , " _
<4 • . :AS 'NEEDED': '' ';'-'`.'.:,:-.' --- ,-..,,--:. • : - s - . . i ' . • '- - '::-. - - - ' i tp slam suPPLIER .
14. • CLEAN.'BOTH...SIO'FACES'AND 'THE -INSTALLATION •.::;. - . , ... __....._.
SITE
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1. MAKE SURE• ELECTRICAL'SUPPLY POWER IS OFF. �-{
2. REMOVE OLD SIGN FROM EXISTING COLUMN. '
•., . ; • _; - • ° 3. PROTECT ELECTRICAL WIRES FROM COLUMN TO - ' •
i I SIGN BOX. - r _ .. - :1,.:'..
4. CUT OFF TOP OF EXISTING COLUMN AS CLOSE !
: s r
TO THE TOP OF THE COLUMN AS POSSIBLE. - ' =T '. • 5.. GRIND TOP SMOOTH, MAKING SURE IT IS. STRAIGHT '' ,`=1 •& LEVEL AND IS FREE FROM ANY SLAG OR BURES. • $ - ).'"Vii .. 6.. FIELD WELD ON THE - to X._10" -X 10" PLATE ® �"� ... _.. . ... _ -- - .-
PROVIDEDITH.NEW SIGN, MAKING SURE IT IS �,� Y
'W
LEVEL' AND CENTERED. +, \
7. OPEN SIGN BY REMOVING THE #10 -24 LAT HEAD t # / f�
SCREWS FROM THE HINGED RETAINER. � �' '�..,, "��''
8. LIFT SIGN INTO_ POSITION OVER THE COLUMN .�. - -�' .:1 �
R r
a � �
3 AD SIGN
s�
CAP PLATE. BY 5t^„N D ETht t.
9. PROP OPEN THE HINGED RETAINER AND FACE, ' SUPPLIER
PLIER "WWI LOCATE THE FOUR COLUMN BOLT HOLES IN THE • _ _ 1 •
BOTTOM OF THE -SIGN. INSTALL 4 -3/4" FLAT +�
WASHERS AND 4 -3/4" HEX BOLTS PROVIDED WITH DRIVE THRU i 1
THE SIGN. (AVOID USING ANY SHIMS)
10. MAKE ELECTRICAL CONNECTIONS FROM SIGN TO
SUPPLY LEADS. N - ! ''
}t- .
11. TEST SIGN. . . }
a 12. CLOSE HINGED RETAINER AND FACE REPLACE THE
#10 -24 FLAT HEAD •SCREWS. t_ •
H 13. CLEAN, SAND & PAINT COLUMN ALSO TOUCH -UP � • j'
SIGN AS NEEDED. 'Z 4 a tJ - a t0" . • .-1 14. CLEAN BOTH SIGN FACES AND THE INSTALLATION I • tit SIGN SUPPLIER
SITE.
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i. D/6 POUNLaAT /ON.,.4' £ET C
2, POUR CONCR W!TN C
I o . 3.. AVIV EL ECTR /CAL ( BELT
(o - 9 5 W/TH LT 5 -PfTO O D. ►,
4. TEST .S /ON L/GMT /NG .
___ 5. -PAINT COW/vY 4 /f
f ► • - .. ••�_ " r - 6. CLEAN U+° ALL /OAENCE'
. 5f')''GAL /1VTE5 = , w
;; I. / STALLAT/dV AfitST Cr NFF
4 AMY OTHER[ APPI /CAA
a i W/ _ �(
F. 5XM' NOME/VCLATLf ,
LA.S // /2 f,/0 /C i Q'
®2. BALLA$- T • : ( T am MP 24.4 m
A 01� 3. CONN. LOAD „,... 7. A•MN'. int., �j 1 . '' i . Br� vwt�u 4 5. , CIRCUITS - / 0 /5 AMP:
1 SIGN .e.'.RV /C=am �Y �� /X • , . �o. LIFTING WE /air : O N s.ELL H
Q, , L- - ` I _ _ I - _ - m
1 L t CONDUIT THRU BASE AND UP TO MK. SOZ . � . -:s Z
it L BY ERECTOR. C OUIT NUST BE BELOII cn DRIVE THRU . .SURFACE A LAIN. OF 12' AND SUBBED IT
I - BESIDE BASE NEAREST BLDG. FOB LATER } I
-..- _•' 9
_
. - UNOERG IIOit UL$!1. CO (TRACTOR PROPIOES 4
COIJDUIT • WIRE. IF THIS I.':
CONDUIT 8 AIRE ARE P R E S E N T AT TINE OF
I- LO+ W'c X 0 -O ~ SIGN
INSTALLATION, ERECTOR IS TO MAKE La w �NEX = W
• 1 ( 5 514..4 SurA.tGZ CUNIefL= fIOItS , T • 1 A
gD
--EltL)T1 . ••---:.--- 1.6
3161V - i 4/ + ,
o � ` L -L :/T CduPLIM 1
(At / SKIM SI)PFL /ER) 4.... FQ'
or JNDi TION 4
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4 — 6 -- � ' /2 . -RAD GRADE
! =_ = =.. ` �' I.” DATE 60 -3 = $
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1 a 7 -0 i I pi
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T i F ✓a arIa5 r E VA TIQN T =E t D:'.l I ;-:ai T 1 ° N
� 0/VT ELEVAT?O✓V /D� -- - - - - - -- - -- • —
_ ♦Irv.♦ i -i • . r.. . . � .. —;
I. biota FOUNDATION,-4 SET C
2. POUR CWNC W /.7 C
.. N :o' . 3._ RUN ELEC7R /UL S` ,901.77 �o g 1 • - - WITH BOLT Si ." LSO. r
4. TEST ..1/ON LKGHT1NG .
,---.ii.----. - -- 5.. PAINT COLUMNS vUCH m
6. CLEAN UP ALL ID /IE -J
SPFGAL P XTE5 C •= w
tr,E t. / STALLAT /W1/ /l9ff.CST l.�Ni -
_ _ ANY OTNER APPL ICAL3
a i i• � l SUCN NOMEIVCLATi//,
i � 1 . !�B s / /77 T/2 /✓✓O / Ci Q'
2. BALLAS • ( 2 j -3L1MP 29.4 m
�' • � +� 3. CONN. LOAD : AM
t7 P.
=.'; Sr�vor�,
II 4 - • 4, C /RCUIT.5 1 IS A4411"; 5. SIGN : ERY/C =0 8Y :JIM
. , l'• . 10. LIFTING WE/ irr . .4 so N
! 1 CONDUIT THRU BASE AND 'JP TO iRC. SOX =:;)
z
! ( 1 ( BY ERECTOR. CONDUIT DUIT MUST BE BELOW , j DRIVE THRU .! i . SWAM A MIN. OF i2' AP STUBBED 1? I I - BESIDE BLASE NEAREST BLDG. FOR LATER -_:
- U tleERG iaw 1 1 O CCNTRacmR PxmrloES 4
_. I*R3ER67OII) CONDUIT Q WIRE. IF THIS 1...:: t
i COMMIT & 'AIRE ARE PRfSENNT AT TINE OF s
Q ` • SIGN INUSTALLATIUN , ERECTOR IS TO MAKE 4
" w / r � m
I C�s tO .c 10 �c 1 X iB -O COST I ONS . �4 NEX f t m
'.hr sole/ sures.1C4 k ® i t B OLT _ • i A
I - -tar / I
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(vi / (B r SKIN sr1 L/E-R _ 4= a- fnuNDATION _ 4
`- pct, e .s.._.....--„• c.% m..7...»
z . ,J Y' EfrEC 76R)
6 I I IZ — RACE I GRADE .
t - -1 j '�s� I _t " DATE 4 - 3 = a
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C:INOL/I T r A! i rRNA7'� c, , STGwt:.� ;-•
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FOUNDATION 3 . 0 O
I �. -4-0 - 4 N DATI YI , , ION =�+� T ;�`�
2.:-JNT ELEYAT?'O✓V 5 /Dr £L VAT1C,1/ _ t
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Z -cE\� '\� S
. ; h B RACKMAN ENGI RING 1 , INC. ro
t / SHEET NO. I OF
433 WEST 10TH AVENUE
EUGENE, OREGON 97401 ` ' `` q
' ' 9. - CALCULATED BY \� D ATE `' l
° �' 503/343613
CHECKED BY DATE
ii kk �� •I r : 1 /+ Q :
..... ............. .:........ M. 4....,............. .).. A.L .... i[ ........>..... ....t..<5�..q........,......' \.. .. ..................Lp G i � 1..:.....1. /..............1 ............... ................._.
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....:........:....
/17 (7) (M.
BRACKMAN ENGINEERING S INC.
433 WEST 10TH AVENUE
EUGENE, OREGON 97401
(503) 343 -8613
SIGN FOUNDATION DESIGN
CLIENT: STEIN SIGNS
PROJECT TITLE: TACO BELL SIGN FOUNDATION
TIGARD, OREGON
PROJECT NUMBER: 2327
WIND DESIGN CRITERIA
BASIC WIND SPEED = 80 MPH
WIND STAGNATION PRESSURE = 16 PSF
WIND EXPOSURE (B OR C) = B
WIND
HEIGHT ABOVE GROUND FORCE
(FEET) (PSF)
HEIGHT > 0 , BUT <= 15' 14.2
HEIGHT > 15 , BUT <= 20' 15.4
HEIGHT > 20 , BUT <= 25' 16.5
HEIGHT > 25 , BUT <= 30' 17.4
HEIGHT > 30 , BUT <= 40' 19.3
HEIGHT > 40 , BUT <= 60' 21.8
HEIGHT > 60 , BUT <= 80' 23.9
HEIGHT > 80 , BUT <= 100' 25.9
NOTE: WIND FORCE IS BASED ON A Cq COEFFICIENT OF 1.4
Pf0
?
J, �
�� " 22, ,g �S
G
1444 H. BAP
13- Nov -93 Page 1
7
PROJECT NUMBER: 2327 trTh
SOIL DESIGN CRITERIA
SOIL TYPE, PER TABLE NO. 29 -B OF U.B.C. = 5
1 = MASSIVE CRYSTALLINE BEDROCK.
2 = SEDIMENTARY AND FOLIATED ROCK.. �� � PROF s s ,
' ` 0tNr_ O
3 = SANDY GRAVEL AND /OR GRAVEL. 8L4 F1 , 1
• � . /
4 = SAND, SILTY SAND, CLAYEY SAND, . _ �SILTY GRAVEL AND CLAYEY GRAVEL. oz.0 5 = CLAY, SANDY CLAY, SILTY CLAY: ,2 :,;,:r.e;.„
AND CLAYEY SILT. ' 144 H. QC\
FOR THIS SOIL TYPE, THE LATERAL BEARING = 267 LBS /SQ FT /FT OF DEPTH
BELOW NATURAL GRADE
NOTE: ALLOWABLE LATERAL BEARING PRESSURES FROM TABLE 29 -B HAVE
BEEN INCREASED 33% FOR WIND, AND DOUBLED PER FOOTNOTE #4
WIND FORCE & MOMENT CALCULATIONS
DIST. DIST. MOMENT
FROM UNIT TOTAL FROM TAKEN
GND. TO WIND WIND GND. TO ABOUT
ID WIDTH HEIGHT BASE AREA FORCE FORCE CENTROID GROUND
NO. (FEET) (FEET) (FEET) (SQ FT) (PSF) (LBS) (FEET) (FT -LBS)
Al 0.8 14.9 0.0 12 14.2 177 7.5 1,319
A2 6.8 10.1 14.9 68 15.4 1,047 20.0 20,892
A3 0.0 0.0 0.0 0 0.0 0 0.0 0
A4 0.0 0.0 0.0 0 0.0 0 0.0 0
A5 0.0 0.0 0.0 0 0.0 0 0.0 0
A6 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 0.0 0.0 0.0 0 0.0 0 0.0 0
A10 0.0 0.0 0.0 0 0.0 0 0.0 0
All 0.0 0.0 0.0 0 0.0 0 0.0 0
Al2 0.0 0.0 0.0 0 0.0 0 0.0 0
A13 0.0 0.0 0.0 0 0.0 0 0.0 0
A14 0.0 0.0 0.0 0 0.0 0 0.0 0
A15 0.0 0.0 0.0 0 0.0 0 0.0 0
TOTALS > 80 1,223 22,210
EQUALS 1,223 LBS. AT 18.2 FT. ABOVE THE GROUND
13- Nov -93 Page 2
(RIP i
.__./ tom_
PROJECT NUMBER: 2327
UN- CONSTRAINED FOOTING CALCULATIONS
b = DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL
DIMENSION OF SQUARE POST OR FOOTING = 4.0 FEET
d = DEPTH OF EMBEDMENT IN EARTH = 5.9 FEET
(USER MUST MAKE AN INITIAL ESTIMATE)
P = APPLIED LATERAL FORCE = 1,223 POUNDS
h = DISTANCE FROM GROUND SURFACE TO
POINT OF APPLICATION OF "P" = 18.2 FEET
S1 = ALLOWABLE SOIL BEARING AT ONE
THIRD THE DEPTH OF EMBEDMENT = 524 PSF
A = (2.34 * P) /(S1 * b) = 1.36
CONSTRAINED FOOTING CALCULATIONS
b = DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL
DIMENSION OF SQUARE POST OR FOOTING = 4.0 FEET
d = DEPTH OF EMBEDMENT IN EARTH = 4.5 FEET
(USER MUST MAKE AN INITIAL ESTIMATE)
P = APPLIED LATERAL FORCE = 1,223 POUNDS
h = DISTANCE FROM GROUND SURFACE TO
POINT OF APPLICATION OF "P" = 18.2 FEET
S3 = ALLOWABLE SOIL BEARING AT
THE DEPTH OF EMBEDMENT = 1200 PSF
NOTE: "CONSTRAINED" MEANS THAT THE FOOTING IS RIGIDLY
HELD AT THE GROUND SURFACE BY ASPHALT PAVEMENT
OR A. CONCRETE SLAB AT LEAST 4. INCHES THICK
`-7 G1f2F , - '�'A
1 �
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0 .
II 4./ , ) Gat
9' 22. ,� 91�' � kQ
G
' M H. BO
13- Nov -93 Page 3
RIB
BRACKMAN ENGINEERING, INC.
433 WEST 10TH AVENUE
EUGENE, OREGON 97401
(503) 343 -8613
SIGN FOUNDATION DESIGN
CLIENT: STEIN SIGNS
PROJECT TITLE: TACO BELL SIGN FOUNDATION
TIGARD, OREGON
PROJECT NUMBER: 2327
WIND DESIGN CRITERIA
BASIC WIND SPEED = 80 MPH
WIND STAGNATION PRESSURE = 16 PSF
WIND EXPOSURE (B OR C) = C
WIND
HEIGHT ABOVE GROUND FORCE
(FEET) (PSF)
HEIGHT > 0 , BUT <= 15' 24.3
HEIGHT > 15 , BUT <= 20' 25.9
HEIGHT > 20 , BUT <= 25' 27.3
HEIGHT > 25 , BUT <= 30' 28.2
HEIGHT > 30 , BUT <= 40' 30.1
HEIGHT > 40 , BUT <= 60' 32.8
HEIGHT > 60 , BUT <= 80' 35.1
HEIGHT > 80 ,BUT <= 100' 37.0
NOTE: WIND FORCE IS BASED ON A Cq COEFFICIENT OF 1.4
., x;449
C r(. O
/ G 22 s g1 �C�P
'144 H. Ba
13- Nov -93 Page 1
" 1
1
PROJECT NUMBER: 2327
SOIL DESIGN CRITERIA
SOIL TYPE, PER TABLE NO. 29 -B OF U.B.C. = 5
1 = MASSIVE CRYSTALLINE BEDROCK.
2 = SEDIMENTARY AND FOLIATED ROCK. f �� \- pR� Fss �,
3 = SANDY GRAVEL AND /OR GRAVEL. /4 %�
�'�'
I
4 = SAND, SILTY SAND, CLAYEY SAND, ,
SILTY GRAVEL AND CLAYEY GRAVEL. z. c��.= ,P
5 = CLAY, SANDY CLAY, SILTY CLAY � / -1, H. L
�
AND CLAYEY SILT.
FOR THIS SOIL TYPE, THE LATERAL BEARING = 267 LBS /SQ FT /FT OF DEPTH
BELOW NATURAL GRADE
NOTE: ALLOWABLE LATERAL BEARING PRESSURES FROM TABLE 29 -B HAVE
BEEN INCREASED 33% FOR WIND, AND DOUBLED PER FOOTNOTE #4
WIND FORCE & MOMENT CALCULATIONS
DIST. DIST. MOMENT
FROM UNIT TOTAL FROM TAKEN
GND. TO WIND WIND GND. TO ABOUT
ID WIDTH HEIGHT BASE AREA FORCE FORCE CENTROID GROUND
NO. (FEET) (FEET) (FEET) (SQ FT) (PSF) (LBS) (FEET) (FT -LBS)
Al 0.8 14.9 0.0 12 24.3 302 7.5 2,254
A2 6.8 10.1 14.9 68 25.9 1,765 20.0 35,235
A3 0.0 0.0 0.0 0 0.0 0 0.0 0
A4 0.0 0.0 0.0 0 0.0 0 0.0 0
A5 0.0 0.0 0.0 0 0.0 0 0.0 0
A6 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 0.0. 0.0 0.0 0 0.0 0 0.0 0
A10 0.0 0.0 0.0 0 0.0 0 0.0 0
All 0.0 0.0 0.0 0 0.0 0 0.0 0
Al2 0.0 0.0 0.0 0 0.0 0 0.0 0
Al3 0.0 0.0 0.0 0 0.0 0 0.0 0
A14 0.0 0.0 0.0 0 0.0 0 0.0 0
A15 0.0 0.0 0.0 0 0.0 0 0.0 0
TOTALS > 80 2,067 37,489
EQUALS 2,067 LBS. AT 18.1 FT. ABOVE THE GROUND
13- Nov -93 Page 2
(R <,
PROJECT NUMBER: 2327
UN- CONSTRAINED FOOTING CALCULATIONS
b = DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL
DIMENSION OF SQUARE POST OR FOOTING = 4.0 FEET
d = DEPTH OF EMBEDMENT IN EARTH = 7.2 FEET
(USER MUST MAKE AN INITIAL ESTIMATE)
P = APPLIED LATERAL FORCE = 2,067 POUNDS
h = DISTANCE FROM GROUND SURFACE TO
POINT OF APPLICATION OF "P" = 18.1 FEET
S1 = ALLOWABLE SOIL BEARING AT ONE
THIRD THE DEPTH OF EMBEDMENT = 640 PSF
A = (2.34 * P) /(S1 * b) = 1.89
CONSTRAINED FOOTING CALCULATIONS
b = DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL
DIMENSION OF SQUARE POST OR FOOTING = 4.0 FEET
d = DEPTH OF EMBEDMENT IN EARTH = 5.3 FEET
(USER MUST MAKE AN INITIAL ESTIMATE)
P = APPLIED LATERAL FORCE = 2,067 POUNDS
h = DISTANCE FROM GROUND SURFACE TO
POINT OF APPLICATION OF "P" = 18.1 FEET
S3 = ALLOWABLE SOIL BEARING AT
THE DEPTH OF EMBEDMENT = 1413 PSF
NOTE: "CONSTRAINED" MEANS THAT THE FOOTING IS RIGIDLY
HELD AT THE GROUND SURFACE BY ASPHALT PAVEMENT
OR A CONCRETE SLAB AT LEAST 4 INCHES THICK
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13- Nov -93 0 Page 3
REAOEREpARD
SIGN SPETag (
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Am Ill 4 LAMP .3V
AG& 120 V., 60" JCL.
L COM LOMB AID MAX.
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ICE SIGN re SLIDING FACE
dC WEIGHT, OWED. APPROA. IZ8Ib.
am Gomm n,DLWa 35 P5F
SEe 4 514 T $
RTP REL. TO PROD.
REV. ECN a DATE
Line, Inc.
VILLE, TN 37978
BY OR'N BY OK
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NING NO
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D'UUNDAIRIN With &LI S !.L1.11 - 11.-,,,u» .
r, FOL
• I. ALL MATERIAL AND CONSTRUCTION PRODEDURES SHALL CONFORM TO THE LOWING
° APPLICABLE STANDARDS:
tg ASTM A-150 PORTLAND CEMENT TDP VIEW rvP �.
ASTM C-33 AGGREGATES FOR CONCRETE m l•_6.
ASTM C -94 READY -MIXED CONCRETE L UMiP!
ri
2. BALL
Z. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE RECOR HEEDED $
, X , 3 VOLT
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PRACTICES OF THE PORTLAND CEMENT ASSOCIATION, AS SET OUT IN ITS PICATION REI 4 8' 3.TOTA
"DESIGN AND CONTROL OF CONCRETE MIXTURES."
5. CTRCU
3. ALL CONCRETE, EXCEPT CONCRETE USED FOR BACKFILL SHALL DEVELOP A MINIMUM COM- G`SERV
PRESSIVE STRENGTH OF 3,000 PSI. THE MAXIMUM SIZE OF COARSE AGGREGATE IN FOOTING T
BASE SLABS SHALL BE 1 -1/2" WITH A MAXIMUM SLUMP OF 4 ".. THE M AXIMLOI SIZE OF
COARSE AGGREGATE IN FOOTING PIERS SHALL BE 3/4" WITH A MAXIHU :1 MAW OF 4 ". MU
ALL CONCRETE USED FOR BACKFILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH ' IO'-O'
OF 2,000 PSI P 7 DAYS. THE MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 2" WITH
A MAXIMUM SLUMP OF 5'.
4. BEFORE THE PLACING OF CONCRETE, ALL FOOTING EXCAVATIONS SHALL EE FRI OF WATER, GRADE
SLUSH AND ALL FOREIGN MATTER.
z 5. PREPARE FORM FOR PEDESTAL ONLY. BASE SLAB TO BE POURED AGAINST ARTIt SIDES. READERBOARD MOUNTING
H
`1 6. ALL HONEYCOMBED OR DEFECTIVE C SHALL BE EXAMINED BY TPE ENGINEER AND
E, THEIR APPROVAL OBTAINED AS TO METHOD OF CORRECTION TO BE EMPLOYED.
a 7. ALL PERMANENTLY EXPOSED SURFACES SHALL SE FINISHED BY REMOVING PROTRUDING FINS
AND SUCH OTHER PROJECTIONS. ALL EXPOSED SURFACES SHALL BE RUBBED VITH A CAR -
EOP.UNDUM BRICK OR STONE AND WASHED DOWN WITH CLEAR WI.TER UNTIL R301 MARKS ARE
REMOVED AND A SMOOTH SURFACE IS OBTAINED.
8. ALL FOOTING EXCAVATION TO BE CARRIED TO GOOD BEARING SOIL. THE SLAB DEPTH SHALL
EXTEND A DISTANCE EQUAL TO DEPTH SHOWN ON THE DRAWING INTO UNDIMMED VIRGIN
SOIL. TO THE DEPTH OF THE FOOTING SHOWN HEREON OR TO A MINIMUM DEPTH REQUIRED BY
LOCAL CODE TO MEET FROST LINE OR OTHER RESTRICTIONS, WHICHEVER IS MATER. ALL
EXECAVATION BELOW THE BOTTOM IF THE FOOTING SHALL BE BACKFILLED WITH 2,000 PSI
„-1 CONCRETE. BUT EXCAVATION SHALL NOT EXCEED 10' WITHOUT THE APPROVAL OF THE ENGINEER
M NOTE WHEN DEPTH OF FOUNDATION IS INCREASED TO FROST LIME OR OTHER LOCAL RESTRIC-
TIONS. ADDITIONAL DEPTH SHOULD BE ADDED TO BASE SLAB OILY.
ti
6 g. THIS FOOTING IS DESIGNED FOR A GOOD TO AVERAGE SOIL WITH A 2:1 FACTOR OF SAFETY Plash
GOOD SOILS ARE CONSIDERED TO _. SR.'.D BE: _ KNOx�
COMPACT. WELL - GRADED SAND AND GRAVEL, HARD CLAY, COMPACT ; __ ED FINE SCALE NONt APP'D
Z; AND COARSE SAND, AND DECOMPOSED GRANITE ROCK AND SOIL.
"P.S SAND AND GRAVEL =MEDIUM CLAY.
DATE 6-4-465 CH'K 8
AVERAGE SOILS ARE: D_4It)MA CLAY, LOOSE, co, -.�� • FOUJNOA7 J / ' 111
POOR SOILS FOR WHICH THIS FOOTING IS NOT SUITADLE ARE: FOR /D =D %B x
a SOFT CLAY, CLAY LOAM. PO COMdPAETED SAND, A ND CLAYS CONTAINING A LARGE CUSTOMER
AMOUNT OF SILT AND VE GETABLE MA: i =R. THE SOIL SHOULD DRAIN SUFFICIENTLY WELL
CZ _ _ TACO
SO THAT WATER DOES NOT STAND ON TF_ S+F• E
SLAS ADN. CAISSON EON. - Dqq "i
° EXECAVATION .. APPROX:,3.0¢CU. YDS. EX /aN = APPROX: /.3/C11. YDS.
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1. Ora FOUNDAT /ON: , S C
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° o , : • 9 N 1 - 0 - ' + � _ 3.. RUN ELECTRICAL e 1304.77 •
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— - - DT ERECTOR. CONDUIT MUST BE BEM : •
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z . CO CTION CONTRACTOR PROVIDES
j - CONDUIT & WIRE. IF THIS i
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