HomeMy WebLinkAboutSITE PLAN-v
NOTES —I —
::i toYn°`m: `O-uwi .•_."v.. a`.tunrono w
wr ®a
a seou wa:rawr n� m urn
tr2ta]•t wtaa] Y]n w :+ rn.
a DPaYIt m.fnr Mrani.. mM 9v A -I
amp R6 9• tn
CR41 , Nt
�T-] IlG MX_O n t I61PV
Y�mv\ R aPu
tnu an••Imr
wpm nsc-aD .Yt m irat z u
[RKW' IY1 [L N /t4T]mS M
Y] ^Ni QLC
- mlts
w TYaf sa. m.wu m M IHSY
.iwaaro n.rei�.m u.x n
,. mIn w <am nan Yw D a Y-na
oro^s rue°
.1l nD WC6tq CNI .. n:I lC4-0 nW Nl6 M a•
IMW-
Iwl°<f W[v/-xM P•T ✓HPv m-¢.�ee
GAm IVN.
Im Nt nt I
+, m n,l b+Yv q 4f V Nr {ap. yv v
1 WY11
m4ro*'{rvrcrsuc.T
r inl lnr
Q
:W' •Y talri tm.nL
x'm •n
C
lu tw tr.
,` moron
-.•-.-
n.1)/"Ya�..i.:.uY.a �nr-,x �.
n-+iwr
-.
I
• wl W.V w4 P rVV.I 1
OJ. W:PT NIrWiIR
{PIl � q•Rf mx Ir.P m.>
Rm .w.�P.n...
n� ,.fnNL W.mv n nsc
n. R tnm�ra rP.{ rw. Yu{ar aewY
Nnm: r.l n/VD ra R.wtq
u Rwnm Yr „°t rw Nr t... x
r, msY•<vTRa
Y 5C w.tA xQ/tDW tMY tl CLI°Y N
If T.n 4HV 9V 4 F r6YJ.nln 0
1. wP....x.-w..
au ace •° f+a r mra R,m ,c am.PYPf
w tl M w,u rfv.nr Nc
n.0 fronnwm¢rt.anm....-
wcw� �ar� dam ,nt s
f+nan O YR P° ID cn w rug rrp
My51QNS:
A&
rN.,-.Ia.T ww...u.Pyrli
u voxn rw..u�.
rm�m r4M yuce
( w.u.r
Yv-s�l
mu P mote r•r n o
r.m aa.uwwnw
P'..V
-w nml u,a w.
1\.AMNNnPYT rIM WM•14
nvr,xYma lour rW nano
.rb
�In n.ru.ata Dao
;:w .e •n.
wr'
d
�
• �
Inancn"ssea•aD
�'r
7_
I n .���q77t ldii!� i ana�
I
LL I•wKM I
N wrr.n scan
R
MONITY UAr
NTS
Approved Mppmvedas Noted ❑RevisemesubmR
SITE
N4N
r-I
KEYNOTES- SITE AREA CALCULATIONS
Tfv T�Im °a IP nr..nl t\W
t 1!V}n.>,Rf VnOt .G,M Ynr]tM4 I YRDWaD WwWNI wm•p )
O p ^n6Mq ^q-R..rwj n.nP, O N� .i• Ont•i94nh^ {V wp )
Oy P,.17 Cq.-1hMI�. T. r-1 MQ O ww YbwnM1 wnW�fwwY Wf.trt't [T^r1•Wf'+.W .l.•Cw{{pMWYA..��f'ItUtII��IPJJInD,I
OwnV.•RV a.•N mv-.Ma NU ryY.,r DDT�]MIIP 'm99.T Yfy,m.l tJlla➢{�I L,�]
zztwnnmm
u aru w°w.c uv,Y lxn Q . °a: na rh�lwallaa +.wnn ar mY•ra n-M NPI•x+na renu mD >..,rm
Orn. Pv iYw cn Pnw4clrmra �j1 �Irt wru w•a Ynar.ra 6Ya1 a-6c iYnr�wN,-Na �����
'�Ni a:\�we.I,.rYn rYw tram :iPnm� nYe
nur�m�o ra m na.maan •nuD� �, v., v.� R]!.ty
Oaaxic ct mDt Blur sY.- �'D Lmrpn`.t{xmt
I
SITE DATA
I Nw • MAIM
__.-._.� 4 BI PY+rYn rraxmwmrl
0P•AM nrVCy m•WR\G.q
_tea—_.,_._ wwalwt o+no Rlomn+
, eD_ �=Jap• � m c-r.. I PRwrn 1
Y• / 1 (] iLOVl4V nY •N �G �6O.0 wNv
. •` �i " i •'' YWU4 nt,CJ 916E I ' y mr�h Y'• m
_ L �}�ry,..•• �'»� .Y � �.i r^; ffia BUILDIPIGDATA
gl ' .-�(•••••.' _ frua � 4r]r. .fi :I 7rlva'v �v<•o.Nr PaaaarW
Ia gym; r,.. _ .• (nl w +,.e nn M..ma.m. �wm Dn
' LC.._—�a:; �;:; � ��� s•; i i " w sY ..�ntwnnR a:r
I
71
wwnn • P Y-w^u1
pif
' P2
�- eu{„
I
S
LOT 16
Np-¢v
to m>M
ra.1.1
r
nmr
am
wu
mY
l ~r...1,1� I rs,1�1:
�14A"�f•I.
: / D :ii. �r ` e:.�'mr
IINr.42Yn
PARKING DATA
rm�.....w.r. m.•m Pa m.a.m^s+r Y,m
,WY9•[InA
! "':1=.:L^.:>ia is a a••,vi YP.mv r.'�""`t In:�w•Yu
Irna e.rt:be
YW rr,P NlY 1 Q � `J
ND - EXISTING LF.GF.ND - PROPOSED
'm9^{t
�J
,u^xu.Y uwDw tP°ac
t-T4'!�'V-
py,f
�
P.n 0..f aJ.mh{Voln
Orm-.V..V
�:.
IO]PO fVPMq[IC.pj
oaw
�..`
�
4Dewr uaYs r.mr
.mmR Ym.
tm-aw.m M Y.raxW
O
mNn caw/IYa+aa•-t
°-. ca
rwvwrmn
.tnS^tt<rmn
l�
r�w1 rmm v'wj�
SITE PLAN
SCALE: nts
"U=SIB
Site Plan
Supplied by Client
Page 2 of 3
SITE PLAN LEGEND
® DIRECTIONAL SIGN
RRF�
Mq y 01701 pe try' g pep
%46 yt9'_
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE/C/`OUNTY
BOCC
Is r I lil' ��
p
!DES
m.
n Y�
't
1
f!!
BILDING PRororymRocaE• m
,, [,q i
_ 4
znc.
YISIGtIi: amour
ROrCT HUMER: n:74ro.1.
RaECT PIutE: ra t.encu nl\»raTrtiwc
a Ject AocRess: ,iva
f=ZCT ADCREi^.: rwlr. Uqc. rcuast
LIENT: Yca RM c:nr
:LENT ADAR=: ':IS Y41m oRY•L e w
• 1 I
DATE:A0,16w'4: trJFom- R14We COPY
Da7E: nano Di�:: �A FILE Y
TYC:et °.
ItGS: ,O B+a:° � �Bi�I�O frt'ri I!iirii
r•OwI, atrolu� v wunarltal,]+
SCANNED
°+N I22 CEY!C°GS TftAlt
Calm 676-L62-4072 BY
Lucie County
efo.uatrnaaa, Slie PLAN CI
wY4www u�wum,u.ylwlmluwylcgmyP�en aDm�,ac - /n\- _ uealyll LB rm JB
AIM 7IJ Amsmes
YOUR BRAND AT ITS BEST'
1-800-967-2553
www.allenindustries.com
•I
N
r.
M
0.093! am PoLwe NlE
BHT W/ HEAT SIPP
RED REFLECTIVE
VINYL
WHITE
VINYL
v u w U BLACK
•y ALUM. CLADDINGFABR
FIT 2"x2°0.125° WALL
ALUMINUM TUBE
CLADDING MOUNT
BAFFLE
REMOVABLE RETAINER
FOR FACE ACCESS
.080" ALUM. RETAINER
.080" ALUM. FILLER
SEE ANCHOR BOLT DETAIL I{ .
& BASE PLATE DETAIL I •
.dal d Q 1 11 111
4 II-
I 4 I II—_
II
1 L4 I I-
FRONT VIEW
QUANTITY 4 SIGNS REQUIRED
CUSTOMER TO INDICATE WHICH COPY GOES
ON EACH SIDE & ARROW DIRECTION.
COLOR NOTES:
END VIEW
10"
7Y2„
BASE PLATE DETAIL
4x SCALE
L-1/2.0 BOLT
HEAW
MT W/
[AR
HEX ITUSM
(4) %-0 HOLES FOR
(4) XA°0 ANCHOR BOLTS
SUPPORT COLUMN
)f0 ELEC. HOLE
�VTIN ro
3/me' RATE, TOP. 1
1/2' THICK
ALUMINUM PLATE
All design, detailing, fabricating and construction shall conform to
the following codes and specifications:
a. The Florida Building Code 6"' Edition (2017).
b. American Society of Testing sold Materials (ASTM) specifeatwns.
c. Building Code Requirements for Reinforced concrete
(Act 318-(Current Edition)).
d. Code for Welding in Building Construction of the
American Welding Society.
a. Specification fa the Design. Fabrication and Erection of Structural
Steal for Buldngs by The American Institute of Steal Construction
(AISC) (Current Edition).
f. AhmMum Association Aluminum Design Asset (2010 Edition).
2. Concrete shall be re=2,500 P.S.I. ® 28 days
Strength, STD WT (150 P.C.F.)
3. Reinforcing Stec shall be ASm A-615 Grade 64 (e ubed.
a. AD reinforcing steel shall be free from mud, oil, rust or
coatings that would reduce or destroy band.
b. At renfameg boas shelf lap 30 dvmeters minimum, except as poled.
c. Meteor anode poor on tip dings aid ncb owe she be 3/4 nd for don, w1
ad sSta n pot eapsel to .9. or in coolopl w% g,onQ 3 ilea IN unformed
sddoo, kpoaled oll the gond weepl is nord
4. Structural Material Specifications:
a. Aluminum shapes shall be extruded from 6061-T6 oltoy.
Welding filler alloy shall be 5356.
b. Structural Steel and Plates shell be AN A-36.
a W-Shape beams shall be (Fy=50 ksi) Minimum
all. Stnctud tubing shag be ASN A-560, Grade 6, (Fp46 ks)
e. Sbuchrd ping dal be ASM A-4, God+ Q Ise E or S,(Fp35 all, 61M A5U
Doh 42 (Fp4214) or ASN A512 Doh 50 (FP50191
(see drawing far individual member specifications).
5. Ands Bogs (limted) shalt be ASN F-1554 Groh 36. ones o6,enue Doled
6. High strength bolls (lire 'red for connections shall be
ASTM A-325, unless otherwise noted.
7. Wedng dabodes shill comply idh AWS DL1-(Cwot EdiDm), ETW L
(Al welding to be done by *slow certified fa specified weld type.)
I
8. Design Wind Speed, VuU= M MPH (ASCE 7-10)
F-1554 DR. 36
Equivalent Wind Load, P� R,2 PSF ®,]:=C above the
ANCHOR BOLT
ground (3 See Wind Gusts.)
_
is
HOT DIPPED
Exposure :C Risk Category I IpLO. G=D•85.
GALVANIZED
p
9. Spa Bearing Capacity Requirements: .
a
m ENTER
a. Spread Footings shall be ---- P.S.F.
M
w
b. Cube or Auger Footing. Mbinwm Lateral Sol Bearing Capacity shall
be (150 7F • 2)=3QQ P.SF. per foot of depth.
/3 TIES ® 3° O.C. TOP THREE
n
(Times two increase per FSC Section 1806.364)
&
& (4))18.0 g3 TIES ®9" O.C.THEREAFTER
W/ (4) 14 YERTICALS EQUALLY SPACED INSIDE OF TIES
r HEAVY
10. Contractor shall wdfy all dimensions and conditions in the field before
b
IHEX NUT W/
section and notify the Engineer of any dmaepondes.
LARGE lkgM
RETAINER, CABINET, CLADDING: PAINTED BRUSH ALUM. SILVER
FACE: 0.093• CLEAR PCB
COPY: WHITE REFLECTIVE VINYL
BKG'D: 3630-22 BLACK MNYL
RED TRIM: RED REFLECTIVE VINYL.
•••VINYL TO BE APPLIED 1ST SURFACE..
THIS SIGN IS INTENDED TO BE INSTALLED IN
ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 600 OF THE NATIONAL Enicip6CAL
CODE AND/UR OTHER APPLICABLE LOCAL
CODES. THIS INCLUDES PROPER GROUNDING
AND BONDING OF THE SIGN.
TACKV-\BOLT TYP.
ANCHOR BOLT DETAIL
NOT TO SCALE
GRAPHIC DETAILS
C.E.T. is responsible for column support, base plate, anchor bolt & foundation design only, Signs
sign face attachments are the responsibility of the sign manufacturer. This drawing is for permit proct
Purposes only and is for the sole use of C.E.T. and WE; designees. Unauthorized use is strictly Drohibited.
v�4®®e7/fldff.FMOSInC0
Address: 6434 Burnt Poplar Road, Greensboro, NC 27409
Burger King I Directional Sign F-0" x 3'-OY2" @ 3e-6" OA.H.
F ••'•, •,A Location: Burger King, 6598 US Hwy 1, Port St. Lucie, FL 34952
No. 36539
*; � �* y DRAWN BY: T.P.°(Dea
,� TE DATE: AprG 9, 2019
l :��
STA OF ��� AM p.0.# 181500-00
R 1 QQ'��2>`® ® ® SCALE: 1'e=1 r-0'1
oNA�••�?,o` CARL E. THOMPSON, JR., P.E. PROJ.# ' 04i119
� Serving The Industry Since 1984
Toile it. hers bran a ocumouRyMprof wool pwm by Cad H. 71hmpeaa.,N. P.E. Phone: (423)781-7336 Fax: (423)781-7337 DWG.{ EB-8261
uses a digiml signature. Palmed ceples of this dwuent we me toad&red Signed Email:carl@tesengrs.com Web site: tesengrs. corn
and Salad al du, sooners, seem be writ ed an my decisions eapim P.O. Box 1500, Englewood, TN 3 7 3 2 9 SHEET 1 OF 1