HomeMy WebLinkAboutESGN2018-0790 IS 2 3 pp v 0 L\ DATE OF ISSUANCE:
g-o�4
PERMIT#: D
C-ArtFL c k o a 1 -1 X556
�-
SIGN ffPERMIT APPLICATION
JOB ADDRESS: �1 t� I�W R l�U�lw�C��t SUITE #
LOT: BLOCK: \ SU I$D VISION:
NAME OF BUSINESS:
PHONE NUMBER:
SIGN CONTRACTOR (company name):
(OR ELECTRICAL SIGN CONTRACTOR)STATE LICE SE REQUIRED ELECTRICAL SIGN CONTRACTOR
CURRENT MAILING ADDRESS:
<'t \
CITY/STATE/ZIP ,CY��V.xif(1 �Y� S I \lam ��ll�! PHONE NUMBER:
TYPE OF SIGN:
FREESTANDING ❑WALL MOUNTED ❑BANNER ❑GRAND OPENING thru
❑ OTHER ` l
DESCRIPTION OF $IGN:
1
I x I 11 , I, I
SIGN DIMENSIONS: 10 X 2+(0 WALL DIMENSIONS:
ILLUMINATED?YES_, �NO_ REFACE? YES_ NO ELEVATI N: CG`
**In accordance with STATE LAW& CITY ORDINANCE,illuminated signs must be constructed,installed and wired��bya State
Licensed Electrical Sign Contractor or a State Licensed Master Electrician. Signs may also be constructed by a fabricator
approved by a Nationally Ref ognized��T-peesrrt-ii�n�g Agency and labeled accordingly**
VALUATION OF SIGN:
REQUIRED ATTACHMENTS:
1. A separate permit and 2 sets of drawings are required for each sign. For wall signs a separate permit application and plans
may be submitted for each elevation.A minimum of I I x 17 drawings must be submitted.All drawings must be legible.
2. Pole or ground signs require a site plan drawn to scale showing location of the sigma- Pole sign structural drawings must be
sealed by a State of Texas Registered Professional Engineer.Monument and Ground sign applications must include footing
detail.
3. Show dimensions and distances to property lines.(Place asterisk on property line with line to sign location).
4. Detailed, dimensioned plans of sign showing graphics. Dimensioned building elevation showing sign or signs on building.
Show dimensions of height&width of tenant space and or building.
5. Plan Review Fee,65% of the permit fee is required when permit application is submitted. Balance due upon approval.
If any other signs are on the property,give the number and the types
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT THE
SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN
COMPLIANCE WITH T#EQTY OF GRAPEVINE CODE REGULATIN GN REQUIREN�E.ivTS.
PRINT NAME^ -\C O`\ SIGNATURE: ll x
PH#: �� 0� IAX#:�\r� �� EMAIL:
❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL CS7
FUNCTIONAL TYPE:
FOR OFFICE USE ONLY
}1G I PYC vV1 j S� PERMIT FEE: V
STRUCTURAL TYPE: FreeS4Gr1di Po)e 5 PLANREVIEW FEE: a6, I4 5147
APPROVED BY: DATE: REMAINING FEE: 40q
O:FORMSIOSA PLICATIONSISIGNP P.doc
WW 004-Rev:3/05,L06y07,11M%1110
Manda Pancholy
From: Manda Pancholy
Sent: Monday, March 12, 2018 3:22 PM
To: 'Eric Devoll'
Subject: 18-0790 510 E Northwest HWY (Freestanding - pole sign)
Eric Devoll,
In reference to above permit, the property is Zoned Highway Commercial District. City of Grapevine Sign Ordinance
Section 60 J allows on premise pole sign upon approval of a conditional use permit. Please contact Planning Department
at 817-410-3155 for conditional use permit requirements.
Show and label setbacks of proposed sign from the property lies.
Label area and percentage of changeable copy.
The engineer shall verify the type of soil for the foundation, see engineered note on foundation drawings.
Please provide required information in two hard copies.
Thank you,
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
1
EAST NORTHWEST HIGHWAY �
(100' 9.0..W.)
Txl:)O MONUMENT
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Set. axe o :•, meter
•
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1 fire. 2
I 10' TP4L. EASEMENT
TXDOT MDNUF7ENT 1 `_� . .:' -,•,dnve; ;::,:,+ ' VGIL. a07b, PG. 1041
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10' PUHLfC U.E. ! ` 35Et1 .;::'•. ' C C
VOL. 12407, PG. 1901 s :�b :'?: ' ( ZC
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BLOCK I
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VOL. 388—I ?2 PG. 72 C1 t _V
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In
wo-od fence ost henry T� _ , I: _ :v _--!1!2" j t
N 31' 40' 35 E 0.32" : _. i1 l IRS j 1u
• O APPROVAL BOX - PLEASE INITIAL
SCALE: 1/32" _ T-0"
CUSTOMER APPROVAL ^�U
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
Customer: Date: Prepared By: Rote;tebtt�qutmayml�eaarti vmenuiewirgaprintu`gtHstlrarninn.HCcaxsused arzPMSwckecrosesCMm DISTRIBUTED BY SIGN UP COMPANY
VALVOLINE 02/21/18 OM/KN egrvdentiffremw azmmm,deaupr dzihecamPMSma handzr isro olNSda gw116made. 70021st Street Southwest
persona P08ox210
Location: File Name: Ea9 0
GRAPEVINE,TX 163189 - R3 - GRAPEVINE,TX SIGNS I LIGHTING I IMAGE Watertown,SO 57201-0210 1.800.843.9888•www.personasigns.com
Valvoline
Zt'a'nt oil Chang,e
lei
61-10110� wow
L1NES
-,.-
s -
6-3
CQ
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W
(D
EXISTING: I1E - PROPOSED
7-7 TALL X 97" WIDE __ -
m
FONT _
60
T
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in
0
APPROVAL BOX - PLEASE INITIAL
m
GRAPHIC DETAIL
SCALE:ins°=T-0° CUSTOMER APPROVAL
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
Customer: Date: Prepared By: Note,C= a !6eazrwoanvcnrr;�ruwihistlrevgi�9cebsuseaateaMSVmeck Ct4nt DISTRIBUTEDBYSIGNUPCOMPANY
VALVOLINE 2/2/18 AT/CM 70021st Street Southwest
Location: File Name: Eng: persona PO Box 210
Water town,
GRAPEVINE,TX 163189 - R1 - GRAPEVINE, TX _ SIGNS I LIGHTING I IMAGE 1.800.843.so 57201-0210
1.800.843.9888•www.personasigns.com
2'-13'
2'-0
6'-3" I- 1'-51/4"-j
" 1.-1.
�— 5-3 � -I
3/4" EYEBOLT I-59
4"
3" 4'C-CHANNEL L
090"ALUMINUM SKINS
- -- ---
(15)SF POWERSTRIP WHITE LED 7-
MODULES,EACH SIDE
„ [30 TOTAL MODULES] l_
rn .090"ALUMINUM SPACER"V"FRAME
SLOTS FOR HALO-LIGHT
i
(7328 WHITE POLY) —i
12-60 LED POWER SUPPLY,
00 (1)EACH SIDE-2 TOTAL
(D "I DISCONNECT SWITCH GRAPHIC DETAIL
[1)24-100 POWER SUPPLY SCALE: 1/4" = T-0"
(FOR OF MODULES)
ELECTRICAL OUT 11"
r � 3/4"X 12"X 11"
L � (1)24-20 POWER SUPPLY T ° 7 7/8" HOLES
(FOR OF MODULES) iv o 0 3/4" BOLTS
(18)OF POWERSTRIP WHITE ° ° PLATE DETAIL
(, LED MODULES S" SCALE: W=T-0'
ALUMINUM TENSION BAR(LED MOUNTING)
T SQ ALUMINUM TUBE FRAME
CONVEX FRAME
�— 5"X 3/16"SO TUBE 1"ALUMINUM TUBE
FRAME& LAMP DETAIL MOUNTING PLATE .090"ALUMINUM CONVEX BAFFLES
SCALE Ye"=1'0" (2)GAS STRUTS
V FRAME 2"ALUMINUM RETAINER WELDED TO BAFFEL
24"X.090"ALUMINUM SPACER INTERIOR PAINTED REFLECTIVE WHITE
ISOMETRIC VIEW 11/4"FLATALUMINUM RETAINER EXTERIOR PAINTED:
NTS TOP OF"V"FRAME&'V'FACE PAINTED AKZO NOBEL BRUSHED AKZO NOBEL BRUSHED ALUMINUM - DIVIDER
BOTTOM FRAME&"V' REMOVABLE FOR SERVICE ACCESS ALUMINUM LINES, RETAINERS
SIDES CAN HINGE OPEN "V"&"CONVEX'FRAME PORTIONS AKZO NOBEL 10150 WHITE- BACKGROUND
FROM BOTTOM FOR HINGE OPEN FOR SERVICE PANEL, LOWER PART TOP CAP, ENDS ON
FURTHER ACCESS CURVED BACK OF"V" (BOTH SIDES) TOP SECTION
FRAME NOT REMOVABLE SLOTS THRU BACK FOR HALO-LIGHT AKZO NOBEL 337 RED-TOP PORTION OF TOP
CAP, ENDS ON RECTANGLE PORTION OF
V FACE FRAME
.118"CLEAR 3/4"PAN-FORMED
POLYCARBONATE W/2ND SURFACE BOTTOM FACE
ELECTRICAL VINYL DECORATION: .118"CLEAR FLAT POLYCARBONATE
HINGE U.L.LISTED 3630-33 RED- LEFT LEG 1/2" EMBOSSED"VALVOLINE"COPY,
120 VOLTS,2.70 AMPS 3630-337 PROCESS BLUE-RIGHT LEG FLAT"INSTANT OIL CHANGE"COPY
3630-8483 DARK BLUE W/3635-70 DIFFUSER- 2ND SURFACE VINYL DECORATION:
BOTTOM TRIANGLE(PMS 280) 3630-33 RED-BACKGROUND
'ALL COLORS RUN DOWN DRAFT&FLANGE 3630-20 WHITE- COPY,&FLAT CUT
Customer: Date: Prepared By: Npte:[drn�amym�te�nxheo•iwrgvpev guaam,;�g at�rs�eearewfsrcu�do�st[µnc DISTRIBUTED BYSIGN UPCOMPANY
VALVOLINE 2/2/18 CM g: 0 21st St
reet Southwest
Location: File Name: persona PO Box 210
Watertown,SD 572D1-0210
GRAPEVINE,TX 163189 - GRAPEVINE,TX - C-PRINTS SIGNS [LIGHTING I IMAGE 1,800.843.9888•www.personasigns.com
6'-3" I— 2'-O" —I -- --
5'-3" r— 1'-9" —I
1
131/4" --
6"
1 .090"ALUMINUM SHROUD,&REVEALS L �
...........
231/2"X.09D"ALUMINUM OF
j SPACER FRAME
MATCH PLATE(TO SIGN ABOVE)
FQW
24-100 LED POWER SUPPLY
y� 24-20 LED POWER SUPPLY
I I
[ (18) DF POWERSTRIP WHITE LED MODULES
DISCONNECT SWITCH
_ 999 15
? 1
2"X 3/16"ALUMINUM ANGLE
7" 11/2"X 3/16"ALUMINUM ANGLE
ELECTRICAL OUT
I .090"ALUMINUM SHROUD&REVEAL
8" ID PIPE
GRAPHIC DETAIL
cn
1"X 1/8"ROLLED ALUMINUM SCALE: 3/8'=T-o'
TUBE HORIZONTAL BRACES
I I COPY CHANGE FRAME
f 1 Yz"ANGLE IRON SADDLES ( 231/2"X.0900 ALUMINUM SPACER
090"ALUMINUM SKINS 1 /2" FLAT ALUMINUM RETAINER
8 I i
RETAINERS REMOVABLE FOR SERVICE
L 090"ALUMINUM BASE 1"SO TUBE VANDAL COVER FRAME
SHROUD 3/41 I7 RIVETED TO RETAINERS; HINGE OPEN
�— 2-9 �1'-27/8" a WITH PROP ARMS
�-- 2'-111/2" --� BASE PLATE EXTERIOR PAINTED AKZO NOBEL
FRAME& LAMP DETAIL — 20"—� �— 1'-115/8" — 10150 WHITE
U.L. LISTED
SCALE:1/2*=1'-0' o o 2'-2" 120 VOLTS, 1.40 AMPS
COPY CHANGE FACE
oN .177"#7328 WHITE POLYCARBONATE
SHROUD TOP VIEW L a o POLE COVER TOP VIEW WITH COPYTRACK FOR 4 LINES OF
SCALE: 3/B'=T-0' - II II SCALE: 3/8'=1'-D' 6 ON 7" FONT
r SHROUD F--16"--I 2 9 1
I POLE COVER FRAME
T- REVEAL 1 Y2 X 20�X 20" PLATE
a " o r 1"X 1/8"ALUMINUM TUBE FRAME
CC FRAME 11/4"1/4"J-BOLTS
11L Y2"X 3 Y2"X 6" GUSSETS N I N 080"ALUMINUM SKINS
1 SIGN PLATE ^ r 7 EXTERIOR PAINTED AKZO NOBEL
L
BASE PLATE DETAIL 1 BRUSHED ALUMINUM
.5'-3*
6'-3' SCALE: Y2" = 1'-0"
�—2'-111/2'
Customer. Date: Prepared By: Rote:tdnaspamyro�t�eranxLenvivi gap+u+gUisaarng�rrdnusmareBaSrctlnrl�l[rtirc DISTRIBUTED BY SIGN UP COMPANY
VALVOLINE 2/2118 CM �xretr 0021st St
reet Southwest
Location: File Name: Eng: p e rS O n a ;0 Box 210
Watertown,SD 57201-0210
GRAPEVINE, TX 163189 - GRAPEVINE,TX - C-PRINTS _ SIGNS I LIGHTING I IMAGE 1.80D.843.9888-www.personesigns.com
BASE PLATE 'CLIENT-PERSONA NOTES
112„ 1.-0.. 15"x15"x1" *2006 IBC 1.)SEE MANUFACTURERS DRAWINGS FOR
90 MPH WIND SPEED,EXP. C ADDITIONAL DETAILS AND DIMENSIONS.
'(1)POLE,(1) FOOTING
2.)SIGN CABINET AND CONNECTION
SIGN CABINETS AND HSS 6'x6"x1/4' BY PERSONA.
CONNECTIONS TO POLE
BY PERSONA
z 3'0 ELECTRICAL I1/2�
¢ HOLE 4
HSS 5"x5"x3/16" ¢ " °
w
+/-6'-111/2'LONG)
0— GUSSET
0
4"x4"xt/2"
1 3/8"0 HOLE
2/2 2/2 FOR 1"0 F1554 �.
GRADE 36 A.B. 34'
R 112 11/2 MIN.EMBED.
L (4 PLCS.)
HSS 6'x6"X1/4'
(+1-7'-8"LONG) GUSSET TO PLATE
GUSSET GUSSETTO TUBE 1111 X
SEE DETAIL 4 3/16" TUBE TO PLATE 1/4"CHAMFER 4"
(4 PLCS.)
BASE PLATE �, GUSSET DETAIL 4
HAND HOLE. SEE scau.. „.TS. scn�E: NT.s
DWG 2, DETAIL 3
o 1"0 F1554 TOP OF
GRADE 36 A.B. to FOUNDATION
34'EMBEDMENT
2 2 GRADE (4 PLCS.)
I- - - DOUBLE NUT&
ail-1TI-1Ti-t :° I I-1TI-1Ti-1Tl WASHER(TYP)
_ I (6)#6 VERTICALS W/ HIGH STRENGTH 1.0 ASTM F1554 GRADE
#3 TIES @ 12"O.C. 36 GALVANIZED A.B.
„ I NON-SHRINK GROUT -
-� W/(6)#3 TIES @ 4" F `D `9 34"EMBEDMENT
o I I r O.C.@ TOP z .. (4 PLCS)
'4 °
it 'NOTE:THIS FOOTING HAS BEEN o m `
DESIGNED ON THE ASSUMPTION I-
THAT THE SOIL IS SUITABLE FOR iD w Wr'r
LEVELINGBEARING AND IS NON-EXPANSIVE. NUT DOUBLE HEAVY HEX NUT WI
WASHER(TYP)
OWNER TO VERIFY SOIL CONDITIONS I! IPRIOR TO CONSTRUCTION. UBLE NUT W/
WASHER(TYP) ..:°'� OF
FRONT ELEVATION W/CAISSON FOUNDATION n ANCHOR BOLT DETAIL 3 ANCHOR BOLT DETAIL 5 �%" c��`f "r s,�o4gP
SCNE: NTS. SGLF: NT.S, d 1
SGLLE: NiS. +
B .. 'r ,r • r. 'r.... I
KNOXVILLE OFFICE PROJECT: DRAWN BY; CHECKEDBY: COMM.NO. DATE: DRAWING NO. DARKEN .. A.....
M B I 510 E. Northwest Hwy., Grapevine,TX FCM JRB 180030.086 02/06/18 00 ro', 116577 c
v F
299 WEISGARBER RD. REV>r DAiE DPAWN BY
KNOXVILLE,TENNESSEE DRAWING TRI.E: FIRM #-16323 DWG,
v��.�tCENS� ���yw°'
37919
michael bfatly Inc. PHONE 865-584-0999 C0C SS�U;UAL�t"
•ion "e • FAX 865-584-5213 Valvoline
1'-3 1/4" V-3 1/4" NOTES
1 1 1 114' MATCH PLATE 1" V-1 1/4" MATCH PLATE 1.)SEE MANUFACTURERS DRAWINGS FOR
' _ 15'x15 1/4"x3/4" 15"x15 1/4"x3/4' ADDITIONAL DETAILS AND DIMENSIONS.
O O O O 2.)SIGN CABINET AND CONNECTION
BY PERSONA.
HSS 6"x6"x1/4" HSS 5"x5'x3/16"
*CLIENT-PERSONA
2006160
z T�10 "90 MPH WIND SPEED, EXP.C
2'0 ELECTRICAL 2"0 ELECTRICAL
HOLE HOLE *(1)POLE, (1)FOOTING
O
"NOTE:THIS FOOTING HAS BEEN
DESIGNED ON THE ASSUMPTION
THAT THE SOIL IS SUITABLE FOR
13/16"0 HOLE 13/16"0 HOLE BEARING AND IS NON-EXPANSIVE.
FOR 3/4'0 FOR 3/4'0 OWNER TO VERIFY SOIL CONDITIONS
Q A325 BOLT O A325 BOLT
PRIOR TO CONSTRUCTION.
(4 PLCS.) (4 PLCS.)
3/16" 3/16"
LOWER MATCH PLATE 1 DETAIL /;\ UPPER MATCH PLATE 1 DETAIL �1
SCALE: N.i S.
SCALE N.T.S.
3'
HSS 5"x3"x5/16'
(DRILL AND TAP FOR
COVER SCREWS TOP
AND BOTTOM)
STEEL SECTION
n �n
4 4
20 GA. MIN.CAP PLATE 3/16'
W/NEOPRENE GASKET
AND(2)#10-24 SCREWS
(1)TOP&(1)BOTTOM 0
HAND HOLE DETAIL HAND HOLE SECTION �1 9�bOa
SCALE'. N.T.S. 3 SCME' N.TS n F IC�r r +• '. BO
PROJECT: 7FCM WN BY: CHECKED BY: COMM.NO. DATE: DRAWING NO. � ,,,.. �.4RRlN S, AN 1F
R
M V I
KNOXVILLE FF r� :..
510 E. Northwest Hwy., Grapevine, TX JRB 180030.086 02/06/18 0? ,p : 116577 �.
299XVILL WEISGARBER
,TENN RD. RIN DATE DRAWN BY DWG.. I� �'•''�
KNOXVILLE,TENNESSEE DRAWING Trt�E: FIRM #-15323 n p0�,�.tfSS/CE'N�,,e,�.�cL
379'19 G
michael bratly Inc. PHONE 865-584-0999 0 UVHL v
.n =m.a ea•o=°ma FAX 865-584-5213 Valvoline a, i$
�\\LOwo
NOTES
DESIGN SPECIFICATIONS: 1.)SEE MANUFACTURERS DRAWINGS FOR
W IND DATA OFFLECTION ANALYSIS ADDITIONAL DETAILS AND DIMENSIONS.
REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS, Building Code 20061RC Importance Favor'l I 1.0 Damping Ratio,0 0.005 Della Can Until H/60
Wind toad Cdleda AKE]-05 OlactimDlily Fxtoq Kr" 0.85 Natural F1.1tnv:y,n, 1.77 H, 0e Can at07*W IA61n
ALL DESIGNS, DETAILING FABRICATION AND CONSTRUCTION SHALL Wind Speed,V 90 mph TapagraphyfactaOK„ 1.0 G,atEffnlFactagG 0.9s oalinter Be1. J Nnzd 2.)SIGN CABINET AND CONNECTION
CONFORM TO: Exposure easogoly C Bare Pressure,v[q'1Kn 17.6 st SO WIntlLO dF Carr m 1.0 BY PERSONA,
2006 ISO Wind Pressure Wenide per opsr Norco (1)Will values H them below are based upon average K,valuer for earth segment.Actual vo/."..
ACI ]srisdiUlon Reaulmmont calmlmdoaWden Mgetmingderi ved V-Mravadons.chnnels,..dedfar Wormoelmn purposes only.
(2) WOMMreasiunolilY(Ke)/ucsor iro.95J rSin9k Pole rxuundlaagn,cols Lisseud of0.gS Thr C;vulur
AISC GEOMMAYINPUT... Monument, Yes from Fig 621 hasbren increased bYa.'JS/a.d5tocaoikilfor this wriltiOn. CLIENT-PERSONA
AMERICAN WELDING SOCIETY No.0Pat., 1 No.ofF..Uns 1 (3)Wind pressures Asted Below have already been mulRANedbydul Wind to"For t,,V• •2006 ISO
Marla. Tap Wind Suppon Pale Lands Footing Leads
LOCAL BUILDING CODES&ORDINANCES sediarn meetwn Type NeisM wldtn o1Net Afe, Eleu, Denuold R, G Press. Trib. Sheer Moment Trio. sheer Moment '90 MPH WIND SPEED,EXP.C
CONCRETE:2500 PSI @ 28 DAYS r Farrar x r 4- Fanor x/a k- (1)POLE,(1)FOOTING
STD,STEEL PIPE SECTION:ASTM A53 GRADE B F -35 KSI), U.N.O. 1 Bass a Pole, Cabinet Ism e.2s 93.9 25.a 8:3 xAS LAB 1B.] ]A 0.0 ao 0.0
( y- ) 2 None 0.0 ]5.0 ]540 O.BS 1A6 19.6 0.0 O,0 0.o o.o
STEEL PIPE SECTION(> 20"0):ASTM A252 GRADE 3(Fy=42 KSI MIN.)U.N.O. 3 None 0.0 15.0 15.0 0.84 1.46 19.6 0.0 0.0 Go 0.0 NOTE:THIS FOOTING HAS BEEN
HSS ROUND SECTION:ASTM A500 GRADE B(Fy=42 KSI)U.N.O. 4 None 0.0 15,0 15.0 GAS 1.46 18.6 aD O.0 0.0 0.0
S None 0.0 3S.0 15.0 0.95 1.46 18.6 0.0 0.0 0.0 .0.0 DESIGNED ON THE ASSUMPTION
HSS SQUAREIRECTANGULAR SECTION:ASTM A500 GRADE B(Fy=46 KSI) 6 Nnne 0.0 15.0 15.0 0.85 1.4fi 19.6 U. 1060 0.0 0.0
ANCHOR BOLTS:ASTM F1554 GRADE 36 U.N.O.(ALTERNATES GRADE 55&105) ] thane all 15.0 15.0 a.9s 1.46 16.6 0.0 0.0 THAT THE SOIL IS SUITABLE FOR
8 None 0.0 15.0 1s.o o.as 3.as lg.s 0.0 MD BEARING AND IS NON-EXPANSIVE.
CONNECTION BOLTS:ASTM A325 9 None 0.a ]SA ISO a ss 1.46 18,6 0.a 0.a THREADED RODS:ASTM A193 GRADE B7 o None o.0 0 1s.o D.ss L4 1,6 Oil OWNER TO VERIFY SOIL CONDITIONS
STEEL ANGLES,CHANNELS,STRUCTURAL SHAPES&PLATES ASTM A36 O em Neg r. s.00 t Actualbaa muclromboseduoo.V-Mgeuatiam: 1.8 uz 2.e 15.2
PRIOR TO CONSTRUCTION,
REINFORCING:GRADE 60 ASTM A615
PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER SUPPORT POIE DESIGN SUMMARY MATERIAL= STEEL
are Fk R.9uirea Strmph Values Allowable Strength values(ASD) Unity Ratios Intengion Ratios
EMBEDDED STEEL. sodium AKIS v, M T P, I v M r P V,/v, M,/M, T'/T' P'/P' P.M Status
THE CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS& +r kl- kI- xis b k - 4!- star PM-V-T
Om M,.e Strnn 1. 15.. 1.2 d5.. ..] 21.2 .4 4,1% 59.2 10.9% 4.Tg
METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. ]s6 /16 St. 0.9 3A 1.1 0.5 28.7 13.5 11.1 59.9 3A% 24.5% 9.TA D.9% 25.7% a.0%
NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE am Shan 1.8 15.2 2.3 1.2 0.0 0.0 0.0 00 am 0.Ox o.0% am am O.O%
am Shan 1.8 15.2 2.3 1.2 DO 0.0 0.a 0.0 am 0.Ox 0.01 am am am V,
ALLOWED WITHOUT THE ENGINEER'S APPROVAL. am Strong 1.8 15.2 2a 1.2 0.0 0,0 0.a ao am 0.0% am 010% am am
WELDING ELECTRODES:E70XX 0.00 Shan 1.8 25.3 2.3 1.2 0.0 all DO ad am 01 am D.Bx am a."
ALLOWABLE SOIL BEARING PRESSURE ASSUMED:2000 PSF am Strom 1.8 352 2.3 1.2 0.0 0,0 0.0 0.0 am oar% am am, am all%Om S1ron 1.8 15.2 2.3 l.2 0.0 0.0 0.0 au am DA% U.ON U.0% D.U9: 0.0%ASSUMED HORIZONTAL(PASSIVE PRESSURE)ASSUMED AT 150 PSF/FT OF DEPTH. am Slmn 1.8 15.2 2.3 1.2 O.D 0.a 0.0 GU am 0.� O,UY4 U.U% am am ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT ADVERSELY AFFECTED arm won 1.8 1&2 243 1.2 0.a 0.0 0.0 0.0 am 0.ox am 0.ox ao% o.a% O
A 1/2°MOTION AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS ELEMENT DESIGN LOCATIONS,LOADS AND DISPLACEMENTS
SHALL BE PERMITTED TO BE DESIGNED USING TWO TIMES THE TABULATED CODE Dement Ele°. Type
V. M, T, P. x7.0 0A'b Element E'tV- Type V, M 1 P 0.2•B D.7•6
VALUES. - - J I is - l md/a
1 0.00 ase age 1.8 1 15.2 1 2.3 1 1.2 a.0 0.0 3 OAO ate 1.8 35.2 2.3 1.2 U.ODO 0.00
ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR 2 7.96 Match Plate t 0.9 3.4 1.1 0.5 O.0 0.S a 0.00 Tprrlon Tube 1.6 15.2 z.3 1.2 0.000 0.00
ENGINEERED EARTH.
PLATE DESIGN SUMMARY
FILL COMPACTED TO 98%OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 Plae D menrmnr I Bahr w.la
(STANDARD PROCTOR)UNLESS NOTED OTHERWISE. THE SOIL BEARING Typo N B D a, x B Ciral. Eased In Embed s:. sM1taa
Number '°O "�" Dla.ate Materlsl Verthalslab In Gmsas
CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO rn rn In rn In rn rn 1n in rn ra
CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS -r neaa'.1.,Bare Plum 15 is -- 1 4 1 1.5 1.5 -. F1554 Grade 36 34 N/A 0.19e r.1 oK
THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES,THE ENGINEER CircUNrBe.plate
SHOULD BE CONTACTED FOR RE-EVALUATION. J Match Platel Dawes is 15.25 -. 0.75 4 a]s 1 1 - A325 0.186 No OK
EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. Match Blare llupperl 3s s.2s o.s a o.]s 1 A325 o.1Be No oK
WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING. 0 Match Plate 21Lower)
ADEQUATELY BRACE POLE(S)UNTIL CONCRETE HAS SET UP FOR 14 DAYS. I Match Plate 2(Upper)
GROUT UNDER BASE PLATES WITH NON-SHRINK GROUT.
FOUNDATION DESIGN SUMMARY A Pwa eS.1
THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS TV. Dlametn widen nhxnas Launch De pm vol me gemrordne stow.
FURNISHED BY OTHERS. Pressure
airon 1 3.OALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT - 6.00 1.57 (6)96Ven,W/93n 012ina.eand(6)@dino.aTop O 30p1f/h
CORROSION. VmblSlab
JLJ Spread
THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT BE USED
AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER, t,�ty
DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS. r Km ca ............
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M I KNOXVILLE OFFICE PROJECT: DRAWN BY: CHECKED BY: COMM.NO. GATE: DRAWING NO. V, .,,,s,,, ,,,,,,,,,,'.,,,,, .:..,,
510 E. Northwest Hwy., Grapevine, TX FCM JRB 180030.086 02/06118 DWG. `�40P'°9v, 116577 r�Y•pia
KNOXVILLE,W ILLE,T NN SS REVP DATE DRAWN BY ^
KNOXVILLE,TENNESSEE pFUwING TITLE: 5.
37919 FIRM #-15323 0� �.•? E�ISE.••'�L
mlchael brad Inc. PHONE 865-584-0999 3 e t5 @
n 110 Ii:nom:ema FAX 865-584-5213 Valvoline
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