HomeMy WebLinkAbout1208 S Park Ave #23392 (a) Sign Texaco• - 1 T � ..r �, 1 - -
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---- -----, 5' 3'OVERHANG
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40'
20' STORY CONC. BLOCKTO PVMT.
STORY
ALUMIN5.6 53,
SHED
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8.839. 4, 20
OVERHANGCTYPJ4
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55.44 j
4' ,SlD�1NAlJC Q to
3' OV FRHANG
grow" *."re $-as
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53 - 5/8
2 -112
NQBXI/2"PHSMS(STAINLESS STEEL) PRIMED STqL HPISTANGLE. NOTE: REMOVE HOIST ANGLE AFTER SIGN
SIGN 17 -EM NO. 404 2"X2*'X 114: X2* (1) REUD�
0 WA -E
(10) RE O'D.
INSTALLATION 8 STORE INSIGN.
GENFPALNOTES FOP 1ANUFACTU'RING SIGN, ITEM NO. 4 4
Ut
3/8 -16 X
1- 1/4' H HM 8 (GRADE NO 5
-3/8 CK WASHER a 3/8 "0 FLAT
3/8"t - 16 H
EXNUT L 4*X3wX Sign face shall conform to Texaco Drawina OSUS-1115-.
V411)(�"
F64TI 2 HG/CW LAMP S WASHER. (2),E.A. RFQ'n,
1 (GRADE NO. 5) TACK I STEEL ASTM A36 NOTE: REMOVABLE EXTRUSION
ind specifications shown on.this drawinq.
WrrH STARTER STRIPS
WELD TO IL (2) RE" FOR FACE INSTALLATION 7 7 7 71..
(1) REQ'D.
0 LO
(4 REQ'D.
8 REMOVAL LOCATED THIS 2. All siqns areto meet recuirements of the National
SIDE ONLY. (2) REQ'D. Electric Code and have U.L. label.
0
C 3 X 4.1 X 6 3 - 3/8
U_
STEEL AS TM A36
1 3 Manufacturer to submit enaineer sealed drawinQs of all
NI -61
;,"a
(1) REQ'D. 0
siqns and faces for approval. by Texaco prior, to rnanu
j,
SIGN FACE AREA= facturinq.
7,n
"W4
B& 24.438 SQ.FT
0 PLASTIC r*ACE
first-class workmanlike
If If
PLASTIC 4. Each slqn shall be,made in a
FACE
Z'
manner, and ill components tobe guaranteed aqainst
L
any defects for a period of one year after erection,
C3,X4.IX63-3/8�S'TEEL
NN!,
j includinq ballasts. I.amDs are not covered by guarantee,
TM A36. PRIME!a PAINT'
!15
_4 WHITE_ (F_ aBRACKETS INCLUDEa)
-,e manufactured to withstand a rninimum of
5. Siqns are t o
LAMPS(4)REO'D.
10 PSF.
wt
t a iner t( -)d i zed f in ish.
6. Filler Re have black an(
(30
-turer to supply with each siqn four (4) 3/8-16
7 Manuta(
0
V x 2" hex head bolts.
ludina ba s t, sign f ocesf2� I amps a nd neces-
H. Complete siQn, inc 110
'dwArt'.1 shall be secure!,, packed in ai,ruaaed
UNINO 7:1- 791
84LLASTWREQ'D sh ,,I* e. Dotails ()f the shi ppina cratesare to
-,r -nval by Toxaco before any shipments.
t,d
PRIME Ek PAINT ALL �T I
EXPOSED HOWRE
10
C;ENEPAI. NoTI S POP I-tANUFACTUPING POLE, ITEMI NO. 4 54
R`EMOVE 0
9 -1/8" OF
FILLER Ek RETAINEP TO 3/8" 0 X 900 FLEX FILLER RACEWAY 2"X4"HANDY BOX WITH BLANK
1 . The Lolf- with si(in shal I withstand wind pressurc of
HAVE BLACK ANODIZED
I CONDUIT CONNECTOR LEGS AT COLUMN COVER. TACK WELD To r-, lbs. per souare foot.
FINISH. Manufacturecto provide engineer
'F_ LOCATION
to production..
POLt ITEM NO. 454 sealed plans anddesiqn anal ysis prior
Plans to become the propert,, of Texaco Inc.
3/8"0 X 24"LONG CID
TO BE PRIMED BY MFR, 318"OX 12"LONG FLEX CONDUIT
Ek PAINTED BLACK BY CROSS-OVER 2. Welds to t,.e oround to alve a smooth appearance. scarf
FLEX CONDUIT I
�O
GENERAL CONTRACTOR. CROSS-OVER 0) R EQ'D. all steel 'ates to be wt- ldt�d.
0 1 —
ACRYLIC RETAINER STRIP (4)REQ'D /FACE
(I)REQ'D
3 Entire L)ole and base to have a shoo coat of Texaco "G"
-r-imer. F 1 na I L_aintino shall -be done
1i L 1 1 t,
6v/
Z4
4. Ar-:h(1r 1)(`11ts to te �)id separate!v. Manufacturer to
3/8 "0 - 16 HEX NU T
7116"0 HOLE: FOR 3/ -16 X2" HEX HEAD suppiy wht�..
8 sted or. release ()rders, tnur I" roj77d
16 -,5/16" 4-"" 14- 3 16 - 5/16 (GRADE NO 5) (41 RE Q'D. n
TACK WELD TO STL.R-. 112"0 X1412" PIPE NIPPLE (4) REQ'D, BOLT(GRADENO. 5),3/8" x 1.' 6 a.-,�-hcr bolts (4' 0" lonq ov'erall) with 4 hex
0 04 3/8" 9 DRAIN HOLE (12) REQ'D. TACK WELD TO STL PLATE.. PLAIN WASHER, 3/8"LOCK ,iuts, 4 stji�--.If�ss steel washers and 4 stainless steel
114 "0 HOLE THRU FIL LER a STL WASHER (S TL, - R_ ) (4 EA. lockw,isht s.
PLATE, COUNTERSINK FILLER, REO'D. FURN:BY SIGN MFR�
A NO. to - 24 X 1-112" FHMS,
9"
SIGN ELEVATION (LESS FACE) NO.IOLK_WASHER,PL,wAsH.. TYPICAL SECTION A -A
3 - 7/8 3-7/8" 8 NO. 10-2 4 HEX NU T.
7/16" 0 HOL E (4) REQ'D 3 - -1/8" 3 - 7/8 SCALE: 112% 1"
(2) EA. REQ'D.
(;ENEF_A;, NOTES FOP FIELD iNSTAI.I.ATION
9
2"X 4 "HANDY BOX W1
C\I
BLANK COVER TACK Sri" 1/4 OHDLE
7/8 "1) HOLE FOR 112"J 7-3/4
X 1-1/2"NIPPLE C\j �D WELDED TO P_ -)undation. Install new founda-
po i 0 P X I s t 1 nq f
ion ,* neCf-SSarv.
mr I
0. � - — I C�
CL
6"X6"XY�6"STRUCTURAL 3/8"0 - 16 HEX NUT Q)
V, :1 L_ ,4 0 HOL —EC- 2
TUBE WE,, -D ALL AROUND (GRADE NO 5� STEEL. REMOVABLE RETAINER EXTRUSION. Mount sicn on top of pole with bolts provided by sign
TACK WELD TO P_ .(4) REQ'D.� manufacturer.
D 100 41 COMPANION FILLER TO 8"EXTRUDED ALUM. FILLER.
_j F_ 112" X 6 -112 " X 9 1
--a- 3 Make all necessary electrical connections in accordance
AS TM A 36 (1) REQ'D.
3/16 (1) REQ'D THIS SIDE ONLY. with National Electric Code and q0verninq codes. L ine
15C�
5/8"X6
BOTTOM PLAN VIEW OF POLE -112"X 9 DO NOT WELD cu_rrent is 2-9. Amps.
7
0 AS TM A36 (1) REQ'D.
POLE a MTNG- R_ ELEV INSIDE OF CHANNEL
MOUNTING PLATE. (917 4. Olt-- TL'X'd1__0 0 34 Black.
SCALE: 1- 112 1'- O� PLAN VIEW -SIGN INTERNAL SUPPORTASSEMBLY Paint p
SCALE: 1/4"= 1 6"X6"X1%*' STRUCTURAL TUBE. S CA L E: 1- 112% 1'- 0
EMBED IN BASE PLATE 1/4,' WELD Remove litt inu anqle and replace screw in sign.
TOP 8 BOTTOM ALL AROUND.
—REMOVABLE EXTRUSION
C74JSSETS 8 BASE PLATE A36 MILD
"D. (12 EACH FOR
STEEL R_ (2) REQ
2 FRONT�a BACK RETAINER
13/8 THICK GUS SETS
1-1/4"9 HOLES FOR ANCHOR BOLTS.
(4) REQ'D�
%,'--NO 8XI/2"PHSMS(S/S)
7 7 (10) R E Q'D. (5) FOR EA C H
EXTRUDED ALUM. RACEWAY COVER REMOVABLE EXTRUSION.
17" SCALE: 112 1 3/8 " 9 DRAIN HOLE
(12) R E O'D.
POLE a BASE PLATE ELEVATION
SCALE: 1-1120- 1'-0
1,-3 X5 HANDHOLE W/COVER a GASKET 3'- 0"
ON EXiS T FOUNDATIONS
-1,CHOPBOLTS EXTEND F"I
2414 ABOVE TOP OF FDTN -
7 J 7
S TEEL C uRB FORM 0 PT(ONAI
FOR NEw INSTALLATIONS-
:4:
53 TRIM
. . . . . . ......
0
ry oil- GHADE
77
0 8"EXTRUDED ALUM. FILLER
WITH INTEGRAL RACEWAY 8
-NSION.
FACE RETE
LOCATED ON('3) SiDES
ACRYLIC RE TAINEF
r (9 S TRIP 3/1 ek 114 "X
L 18" LONG�
011
4 1-1/2"DRAW LLJ
REQ'D
Q_
W(;il) CONDU(T
3/4 (D
.125
��o ANCHOR
BOLT W/NUTS
BE
i `LAT WAc 1/8" R
HERS. TO'
FURNISHED By POLE 'SUPPLIER
C,
WHEN SPECIFIED ON ORDER. (4) REQ 0
MIN 50
o ISOMETRIC VIEW OFALUM. CAN ASSEMBLY ---------- - -
C LATIONS'
NOTE: NEW INSTAL
SCALE: 112'*- 1*
1/8 R
I CONCHETF SHALL ORTAIN COMPRESSIVE DIE OPr'
0 5 v4 N IN G
J
S TREN(; r HOF 3, 000 PSI IN 28 DAYS. V)
0
2 VIN ALLOWABLE SO�L BEARING
PLASTIC FACE
S T RErj G T H I S 2,000 P Sli A T 2'- B WT E' 1� 114 SCALE: 1120a 1#- 00-
B F L OW, r, kl, n E FOR. FDTN. S H OWN. z1_
TO PREVENTCHARN6 MFR
WILL PLACE A 3M, NO 4 71
bLACK TAPE AROLjND THE PERIMETEk OF THE FACE ON
T14E EACK SIDE
FOUNDATION - ELEVATION FOUNDATION PLAN'
SCALE: 10- 1'-. 0" SCALE: 1- 112"- 1 -0 TYPICAL SECTION THRU FACE FLANGE a RETURN
FULL
SCALE
REVISION RE -CORD
OATC my
0 ir SC Ph PwTION
7- #4 1"DU P- V 1041A.Pf
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A *tV 04' rWXACC iftC
4.5'X 5.5 CENTER MOUNT I.D. SIGN a POLE
DRAWN BY FOS SCALE: AS SHOWN
CHECKED -BY DATE S-14-83
APPROVED rN-
9- SUS -1119
PERMIT
RCSIDEN OA TE / E�
TIAL
ADDRESS a/`� CoMi"lERCIA
L
OWNER
CONTRACTOR
V` LUATION dv
THIS APPF,0�,4L p
PERrvIIT EEE !�
VIOLATE ANS, CFS NOT GR.ArgT
ON LA APPLICABLE RMISSI
oN r
AT ALL TjhlES. CUUE. PC KEEP THIS RLA�
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