HomeMy WebLinkAboutPLANS(,-o
, -A.2 o 4
0
g 4F
C)
I
A -
I LUCIE COUNTY
3LDG:
)ATE:
-LEC:
)ATE:
ATIE:
AECH:
)ATE:
&ir�es�urce
RENDERING
la�
6215018 FT MIRCE n 5267
75.
17.
55
17
7961 S US 1
Ft. Pierce, FL. 34952
72.750
75"
.5.
23"1
.50
r------------ - - - - -
901
.ED
-ED
Go #�a,04
w
bpwr
753/4'
FRWE
SIZE
... . ........ . ... . .......
HINGES
733/4'
PORWHO
NOTE: BP FACE MTH SHELL RETAINER.
2 1/4'�
Dm
54-
71/4'
SIDIVIEW
h-wBowa
I-D
DETAIL A
AlSignResource
, o M T , -r, L i-
REVISION HISTORY.-
T 1000151 To' I TIT
HER DIAMNG ROUSE
=r44
70 3/4' fORIAING AREA-
PARTS LIST.
011OUTION
B?tTGREE4
3551
PMS366(
BFYIIIGW
Mis ICK
PARTORE
WHITE
I ----
PWICFACE
AtUfAINUIARRANERSOEMUM631
SECOND SURFACE DECOUTION
GENERALNOTES
=-AIX
6'Xe APPROX.
FORMED
REPLACEMENT FACE MET
FRONTVIEW
CABINET SIZE: 76-114" X 73-1/4"
]ALSAWO
BP
8275232 n FIRM H. 5269
220308 05105flois
BPGY0370 A 1 OF2
&�,- e\
I()
NOTE: BP FACE MTN SHELL RETAINER.
HINGES 70Z(4'FflRhUKGAEfA I � 2 1/4' '
tT
-----------------------------------------------
17%' ISW
FRNAE FOLWNG 71/4'
SIZE AREA
ood* mart ------------
FRONNEW SIN VIEW
CABINET SIZE: 18" X 73-1/4"
ARSign.Resource
WF ln�.Tl'll GROLP
..Ul'll . F.
WEND SURFACE DECORATION
116' APPROX.
FORMED
REPLACEMENT FACE W/RET
I 827S232 FT MERCE [15269 1
(:�c 4�-�of
DETAIL A
m
S5
TV
sl
PRODUCTWORD PLATE
HOMM
2001MO
8
PART#BP020 SRWP AND V020MV?(IFFERINCE (Iq
HIMPA94
aURCOHOUBPREMILGIIEH
-p
T—T
1.
?IMV 21-IAV
pnd
Hm m
NOTE: BP FACE VffM SHELL RETAINER.
FRONT VIEW
CABINET SIZE: 56" X 73-114"
mv
?� pmamm *rr
94WV��
24" LED READY SPACING DETAIL
2 1/4"
SIDE VIEW
A*SignRosource
RFASION HISTORY:
0 5 'ro., Tts".
M
PARTS LIST.
BPWH
T
2 348
SIDGKOUl
DARVISID'IlL1611
177PIMIEFACE
ALUMVIUM RffAlNkRS OW00001
SECOND SURFACE DECORMO
416' APPROY
FORMED
REPLACEMENT FACEW/REr
Bp
,.,7 ^ :iv;.
C-7u .2,04
PRODIATIVORD
PAU # BPO?29WNM (RUGHIM GNM
OLEAR THEY ON IT INIMLAREEN OPAQUI
PRODUC'T NAMES T
(COPYVARIES) I
NOTE: BP FACE WITH SHELL RETAINER.
FRONTVIEW
CABINET SIZE, 18173-1/4"
[ED READY PRI
Y'LID READY VANDOW.
FOR LED PANELS
113/4' 10 1/4'
AnNDOW PANEL
HEIGHT HEIGHT
7-615AVIVINDOWINIDIN
9 1 WBI
JS71141
9" LED READY SPACING DETAIL
2 1/4'
SIDE VIEW
OSipResource
T
I It . T i ir� 4; it o L i-
SECOND SURFACE DECORATION
=9.w�
VUAPPROX.
FORMED
REPLACEMENT FACE WIRET
Bp
607 (S. tdcxandcr ck, (Sul-, 103, iDiant cit)� n53565
815.704.4842 oFc / 815.704.4845 f8x
Paul D. Kidvell, P1 QcA# 52683, COM 28055
C&C =
SIGN
NLA.X
JOB: BP
(� 0
4%240il
SHEET NO.
J
OF
CALC. BY
DATE
/—AT
CHECKED BY
DATE
MEMORANDUM:
<�— I- - if
1� ku� I llv� L Z) 124 MFIA (NOM.) EXPOSURE = C W)
BUILDING RISK CAT. = III ENCLOSED
'W/'
'2010 FBC (SECTION 1609) - ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE"
70.0 PSF (ULTIMATE) HEIGHT<--, 30 12 IN
�
4.
SIGN DINIENSIONS 3.67 x 3.67 FT
ARFA(SF)* P (YJSF) � P (K)
13.47 0.070 0.63
T = P/BOLTS = 0.158 K/BOLT
At = T/20 = 0.008 SQIN
VITY: est 20 9/SQFT
P=A*Wa= 0.180 KIPS
T = 0.036 K/BOLT
At = T/20 = 0.002 SQIN
V = 0.045 K/BOLT
Av=WlO= 0.005 SQIN
3.67 FT
I
x I
SEE ATTACHED FOR ILLUSTRATION OF SIGN
1
3.67 FT
x I x
)LT OPTIONS TO SUIT WALLS.
318 0 ALL THREAD THRUBOLIS
318 0 RATED TOGGLE BOLTS
318 0 SIMPSON ITTEN RD OR EQUAL
318 0 LAG BOLTS WISHIELDS
318
2
ff 0 E","SIONANCHORS
3.67 FT
1
30 IN
MINIMUM
. ..........
ROWSAT 2 BOLISEACH@ 3.5 FOOT O.0 MAX
TOTAL OF 4 BOLTS PER SIGNMIN.
At =0.078 inA2
Av =0.110 inA2
CONTRACTOR TO FIELD VERIFYALL EXISTING COMPONENTS AND REPORTANYDISCPEPANCIES
TO ENGINEER PRIOR TO BEGINNING ANY WORK
CALCULATION AND ENGINEER'S SEAL IS FOR WALL A17ACHMENT ONLY U.N.O.
44
cr-
LU
IJj
607 cS. Alexandcr 8t, 8uitc 103, Plant City, n 35563
813.704.4842 ofc / 815.7X4845 fax
Paig a rddweiL P.E Peg# 52683, COA# 28035
JOB: Bp a- -xm/
SHEET NO. OF &
CALC. BY DATE
CHECKED BY DATE
MEMORANDUM:
�17 -!'C ff
WIINJJ= I bu MVI-i (ULAIMATE) 124 MPH (NOM.) EXPOSURE = C ---[ -WALL,'
BUILDING RISK CAT. = III ENCLOSED
COMPLIES W/ "2010 FBC (SECTION 1609) - ASCE 7-10 FOR THE ULTIMATE VELOCITY INDICATED ABOVE"
C&C= 70.0 PSF (ULTIMATE) HEIGI-IT <=- 30 12 IN
SIGN DIMENSIONS 3.67 x 3.67 FT -MT�x-
SIGN AREA(SF)*P(K/SF)= P(K)
MAX 13.47 0.070 0.63
T = P/BOLTS = 0.158 K/BOLT
3.67 FT 30IN
At = T/20 = 0.008 SQIN
MINIMUM
GRAVITY: est. 20 #/SQFT
P=A*Wa= 0.180 KIPS Ll
T= 0.036 K/BOLT
At = T/20 = 0.002 SQIN
V = 0.045 K/BOLT
Av = V/10 = 0.005 SQrN
318
318
318
318
318
F"
x 11 A
SEE ATTAC14ED FOR ILLUSTRATION OF SIGN
1
3.67 FT
OPTIONS TO SUIT WALLS.
ry 0 ALL THREAD THRUBOLIS
0 RATED TOGGLE BOLTS
0 SIMPSON TITENRD OR EQUAL
0 LA G B OL TS W1 SHIELDS
0 EXPANSIONANCHORS
3.67 FT
At =0.078 inA2
Av =0.110 inA2
91
RORSAT 2 BOLISEACH@ 3.5 FOOT 0. C. MAX
TOTAL OF 4 B OL IS PER SIGN MIN.
CONTRACTOR TO FIELD VERIPYALL, EXISTING COMPONENTSAND REPORTANYDISCREPANCIES
TO ENGINEER PRIOR TO BEGINNING ANY WORK
CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N.O.
D
Lu
Lu z
W
607 8. Alexander 8t, 8ulte 105, Plant. City, FL 55565
813.704.4842 otb / 815.704.4845 1bx
V11111 U alavell. Ij.L MeAff :YLOOD, L�Uftv'Aoul:)
JOB: Cie) 4 .7
SHEET NO. OF (P
CALC. BY DATE
CHECKED BY DATE
MEMORANDUM:
LO ContractorResponsibility.
2.1 Verily all dimensions andreport any discrepancies to engineer prior to mrtiriganYWO&
L2 Field verflythe adequacy of the structive and/orsubstrate to support the sillpiag&
1.3 Choose a connector from the Estedtilternatives that maybe logistically Installed permanufacturer'sirpecifications, eiven the prewilent
field conditions.
L4 Mixing and matching the listed connectors Is acceptable to achieve the desired proper attachment Pu m3nufaumar's spiccifintlims
(Le. - as substrate dictates. apart ofthe sign maybe attached with all -thread rods, whereas another portion may requirement HD's)
2.0 Anchors:
Ll A31 anchors shall be IrMlled par marrufactures's SpedficatiOns.
1.2 AJI anchous am required to have Portia Product Approtial or a Miami -Dade NOA.
L3 All weather exposed anchors shall be hot -dip galvanized or stainless steel.
1A All conriectors In contact with pressure treated or fire resistant lumber shall be hot -dip liahranized or stainless steel.
3.0 EPDXT.
3.1 Ali epoxyshafl beinstalled per manufacturer's specificatiorlL
3.2 All surfaces and penetrations shall be prepared in accordance with manufamurees surface preparation guidelines.
4.0 SlicaneAdhesive:
&I All Uisen. adhes' �e shall be installed per manufacturees specifications.
4.2 All surfaces and penetrations shall be prepared in accordance with manufacturer's surfacia preparation guidelines.
S.0 Steel: 5.2 All steel shag conflimn to ASTM A992 (YAde flange), ASTM A500 (all tube and pipe), or ASTM A36 (All othershapes, ban, and plates),
unlest; otherwise noted.
5.2 All steel shall be Pl-36 W (46 list for tube shapes). unless nowd otherwise.
5.3 Ali exposed metal shall be properly primed and painted. 2.1wnized, or stainleo Met
SA All field welds shall be continuous fillet welds with a thmat thickness equal to the thickness ofthe member being welded (114- mm.), use
7M electrode material, or equal.
5.6 All shop welds shall be continuous full penetration welds.
5.6 All splices shag be sleei;a spliced with a 2'-W minimum lap, using a 3/8' minimunn butt and up plate. smug lit, with a continuous Il"llet
weld along the full ads, of the cap plate, U.N.D.
5.7 Othersplices shall be defined and noted in the calculations.
S.8 Allweld�hallrree,AWSsea.dards�
6.0 Aluminum!
9.1 All aluminum shall be alloy 6DS3-T6 or equal in material and strength propertim
6.2 Ali welds shall be full penetration continuous welds�
7.0 Wood!.
7.1 Ali wood components shall be #1 Southern Yellow Pipe, prestswe treated or equal.
7.2 An sheathing shall be exturior grade, pressure treated, and rated.
7.3 Ali nalls shall be ring shard; " specified, and hot -dip galvanited.
8.0 Masonry-.
9.0 Concrete:
20.0 Soil:
01111111111,
LU
CL
LU
LU
S
N
L
ro
20 1 Minimum allowable soll bud ressure 2000 psi UN 0
rig P
20.2 The foundation system foMe attached projeCtis designed for a minimum allowable sell beating pressure of 20M psf.
103 It is the contractors responsibiRtytc, verify sell capacity and compacdon.
11.0 Applicable Codes:
22.1 2010 Florida Building Code, Building
IL2 ASCE7wirrentyerslon
113 ACIB18cumetvere.on
11.1 ACIS30currentwislon
8.2 Generalspecifications, for masonrystructunuc
8.11 Masonry construction and materials shall cwdomn to all requirements of,Specification For MasomYStructtlroS
(ACI 530.2/ASCECIrMS 602),' uceptasmodified bythesecoritract domments.
8.2.1 Testing offield materials t;iotrequired by engineerfor this Project.
S.L2 Compressive strength requirement is rm=1500 psi.
ILI-3 Det�imtionofcomp�ivestrengffiisago�blest�methOd.
BAA Unlitstrength method is notapplicable.
8.1.5 Quality assurance is not applicable.
82 Products: I
8.2-1 Mercer Materials shall be type M orS mortar.
2.2.2 Masonry unit materials shag be 1900 psi mm, CMU.
8.2.3 Reinforcement, pre-strassmd landons, and metal accessories shall lie 60 led rebar (minj.
8.2A WWF to be Installed as specified.
US Stainless Mel Is net appricable.
8.2.6 Coating forcormsJon protection is notapplIcable.
R.Z7 Corrosion protection for tendom is not applicable.
8.2.8 Prestressing anchorage, couplent, and end blocks are not applicable.
B.M Joint filters am not apprimble.
8.2-10 Unuits to be by Cast Crate or eqmL Power's Power -Box U intel is not acceptable.
83 E�cutlorc
8.3.2 Pipes and mriduitare not applicable.
8.3.2 Accessories are not applicable.
8.3.3 Expansion and controllomisshall be as Indicated in plan set
9A Operation, Installation, and procedure to =reply with ACI stimilards.
9.2 Concrete & minimum compresshre strength of 3000 psi at 28 days (U.N.O.)
93 Reinforcement rattan; ASTM A61S Grade 60 (U.N.O.)
9.4 Welded wire fabric "FASTM AISS)
9.S AS rebar lap to be 3V minimum
a
a
PAW
... ..........
Z
CWP
NE
ELECI
A I
WHITI
FACE
44" BP internally illumated HeI1105
-643'co )99 .06-P 0-
5' DIP <0
(::w' )f -20�
BGB BEACON FLAT CANOPY APPROVAL DRAWING - FT. PIERCE, FL
0e,x sonis,
0 E STRIPE
ACMBULUN S
F-I ROUNDED END CAP
INSTALLSEQUENCE
(1) Co..
0 HeRos Base Panels
ACM BULLNOSE STR IPEWUGHUAR
WBLANKCORNER
a
0 Ts,red R..�
�11-r= brs�
ACM WHrrE [KI COLUMN
COMBINED HEUOS PANEL
Moo W/TAPERED END CAP PANELS
and
End Cap Pa.1,
(Dwmno�.Pasn.b
alankftlte Panels on Ws s1,1a
F21 F21
1=,fte1svvm1,o0an
ppEad.f.
d. appeal . 4.
Building
a.
=-p1=2f.
deca pphed W.
cerfter On — — — — tOenter on
thecolumn I he w1umns
.. TO-Isnl� b�lnc
.,woof.
8275019
Approwd By 7961 S.US I
Date Ft.Ple=FL
53' 25
Flacr! valancz and skat gruph;u
so Lhal. 613Y lulm a circle
7961 S. US 1 , FT Pierce, FL 34952
olotilo M-
1V
-01
r .
til