HomeMy WebLinkAboutSIGN PLANS101-0
Scale: 1/2"-1 'D"
Aluminum over 1 1/2'x 1 1/2'x 3/16
aluminum angle frame full weld
all connections
Low voltage LED power supply house with in cabinet
White LED strip modules
20 AMP toggle type disconnect switch side of cabinet
(4) 1/2" threaded thru bolts
1 " x 15" x 15" steel matching plates fully
welded all connections
Block base by others
6" x 3' x 8' concrete pad
6" SCHBO A5313rB round steel pipe (By Sign Contractor)
5' deep x 2' round concrete tooter
LS
ERp' I a ILOCAION:ESIGN SP. T9U IE, p GENERAL DATE: REV SIGNS
'G' , S SALES:9D. MAY
DESIGNER: J. LUZURIAGA
DESIGN PROPOSAL SCALE:ASNOTED DISK:DRAW2019
i 1G•o
6" deep x 3' x 8' concrete pad
SCANNED
BY
St. Lucie County
DOLLAR
GENERAL
r r.WW
'SI, ORLAr✓"O Ass ME
ELASTMASIIC-21,500
. `GEN$$••,• SOiI BFARINGCAP.2500PSF.
�D OO;gpeO '•,.¢ i CONCRETE2,50OR51. O'28DA YS
ALL WELDS FULL RENT.ALL
0 LT. NOPF11VARF MM-f BROW
47873155w ulOm"ieongnv
RbkQLL¢ -0
?/ 7 /
THIS DRAWNG WAS CREATED TO ASSISTYOU IN VISUALOW'G OUR PROPOSAL TREORIGINALNEASHEREMAAEMEPROPERTYOFFEAM. PERMISSION TO COPY OR REVISE TNIS GRAINING CAN ONLY BE OBTAINED THRD A WRITTEN AGREEMENT VATH FENUN. SEE YOUR SALES REPRESENTATNE OR CALL TILE OFFICE OF FERRIN SIGNS INC.
Job name
Job#
Company:
Installation location:
Dollar General ,
7519FS
Ferrin Signs
7175 South US1 Port St. Lucie FL 34952
Section 3107 and 1609 of Florida Building Code 2017 applies:
Chapter 29 of ASCE 7-10 (Wind Loads on Other Structures and Building Appurtances) applies
Type of structure:
pylon
Risk Category:
II
Ultimate design wind speed, figure C, FBC 2017, section 1609:
170 mph
Wind stagnation pressure (qz) per 1609.6.3 FBC 2017
50.7 psf
Design wind pressure conversion factor
0.77
Gust effect factor (G) ASCE 7-10 26.9.1
0.85
_Widest part of sign face (B)
10.04
Height of sign face (s)
5.14
Overall height of sign (H)
10.00
Aspect ratio (B/s)
1.96
--Clearance ratio (s/H)
0.51
Force Coefficient Cf from Figure 29.4-1, ASCE 7-10
1.4
Wind pressure (p) multiplied by design wind pressure conversion factor and Cf
46.5 psf
' 2. Calculate wind load and turning moments at base by the provisions of the alternate all -heights method
in Section 1609.6. Wind shall be assumed to come from any horizontal direction and
wind pressures shall be assumed to act normal to the surface considered.
Hor Dim Vert Dim=ill Facto
At
p
F
H
M (base)
(ft)
(ft)
(sf)
(Ibs)
(ft)
(ft-Ibs)
10.04
5.14 1.0
51.6
46.5
2397
7.4
17813
7.4
4.9 1.0
17.9
46.5
834
2.4
2026
0.0
46.5
0
0
0.0
46.5
0
0
Total
69.6
3231
6.1
19839
3. Determine depth of embedment, D in feel
From Table 1806.2, class 4, sandy soil, lateral bearing pressure below grade=
Per 1806.3.4 Increase for poles, tabular value time 2 =
Assume depth of hole (D) : 5 ft (Si) = 1500
- number of posts= 1 Load per post (P)= 3231
r� -from p. 5-81, Structural Engineering Handbook:
D=((1.18'P)/(b-S1))•(1+(SQRT(1+(1.88'b'S1 •H/P))))
assume b (ft)= 2.5
D (ft) = 4.9
Alternatively, Section 1807.3.2.1, Equation 18-1
A=2.34P/S1'b= 2.02
D=0.5A((1+(1+(4.36h/A))A0.5)= 4.8 feet
4. Determine required section modulus (inA3) at base
max stress = (P'(H)'12)/section modulus
max stress < allowable stress
for outdoor signs, allowable stress < (0.66)(yield strength)
material
yield strength (modulus of rupture)
required section > (P'(H)'12)/((0.66'ys))
At base, minimum section modulus =
Use 6" SCH80 steel pipe. section modulus (Wx) _
References: Structural Engineering Handbook, GaylordBGaylord editors,
,r Fourth edition, McGraw Hill, NY 1997
ASCE 7 10
The 6th Edition (2017) of the Florida Building Code
Mechanics of Materials, Beer and Johnston, McGraw Hill, NY 1981
ICBO Evaluation Report No. 4016
SBCCI Compliance Report No. 9368
Standard Handbook for Mechanical Engineers, T. Baumeister and
L.S. Marks, editors, Seventh edition, McGraw Hill, NY 1967
John J Orlando PE 0044089
165 Old Ridge Road
Macon GA 31211
(478) 784-2226
150
300
psf
A53GrB
35000 psi
10.31 inA3
12.22 inA3
G�.
,,11/1111110000,0
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• NO 0044089
e fir:
• -STATE
C/
sheet >W Z /
4 1 5 1 6 1 7
rr
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A
DRAINAGE STATEMENT:
STORMWATER SNAIL BE MANAGED MA PARKING LOT SHEET ROW TO CONCRETE RUNES AS WEL AS R(AF ORMNS TO G GT STORYWATEN IN THE PROPOSED
POND AREAS SHOMH ON THIS SHEET. THE FINAL GRAZING AND STMUWATEA PLAN SHALL BE SIOINH ON SHEET CS TO DETAIL THE SYS ONI. THIS SITE IS NOT
W MVI THE NSIRMW THEREFORE A PERMIT 15 NOT REOMED. THE OUTTALL OF THIS STE AS OETMED ON SHEET C5, SHALL BE MADE INTO THE EMSTNG FOOT
B 9 10 11 1 12 1 13 1 14 1 15 16
IS
UNDETOOND SIONYWATER SYSTEM. PEWITS FOR THIS CANECnON ARE RONONO RENEW. ru+.u,u.•• •'UUU'^ SCANNED
OWNER: 00YNEY INC KAND J OF HT U,Oe
THIS SSIE11 MU. NOT MVERMY WPACT ANY ADJACENT PROPERTIES AND Mn1 IMPROVE WATER OJAUTY AND RUN OFF NUMBERS AS COMPARED TO EXISTING ZONReO:CO
CDROMMB THIS NFCRYAN)N CAN BE FURWER EXAVNED W MIN THE PRV,ECT S WATER MANAGEMENT PUN AND REPORT (INKOH IS PENDING COMPIElON M,MNO USE:VACANT BYFOI SUBWTTAL FOR ST. WOE CDUNtt SiORYWAfER PERYIIN ITG) REGO7t Lucie Count LSnos�
\ TI fSITAN STRIPEDCROSSWALK y FD tba N.0
Y (STANDARD MARKINGS• FOOT INDIX NO. 17346 9H. 9of14) J
REOD., STOP SIGN (TYP—J — _— —
REOD., CURB 8 CUR _
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oxe�i .vcE xxN� ) (o
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�REOD., SFOP 6IGN AND STOP BAR
REOD., APPROX. 87 LF FDOT DROP CURB'
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SPEED
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LIMIT
45�
POSTED SPEED LIMIT `. j ��, y `wM E REOD., SURFACE
REDD., 6' WIDE CONRETE SIDEWALK?f i,\\
LEGEND INDEX 622-0Ot)
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CRFA CAPPED HOD FOUND
CRS 0 CAPPED ROD 6Er q \�j . �V\h (�• �\
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PHOPFRIYUNEVA CENT) \A„\ I^" \•. N \
—�Fp FAST. oYEPrEAO M1IUT/APID IRHLITY PoIE \ OL '\ �. �Y
EMST,GUYwREANDUwJTYPOLE
—W—W-- MST. WATER UNE UP
—a w— MST. SAAnTAFY SEWER UrNE-
-m m— EMST.TEUYHONEUNE
EXIST. FENCE UNE' \\.
__ --_-- FAST. RPE \l�1 i 'RS t, SEY6,o!'E
PRa9osFD 24•corvcREw corm nGUEER /
PROPOSED 6'CONCRETE CURB
- EMS. ccNo. POWER POLE \ \\ 1 ..`\r* •' `.. Yo-J. •i`:.-'\`,Y •K.
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FAST. UGHTPOIE \
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7,(
FAST. INS HYDRANT
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.. EXIST. ASPILILT PAVWO I r —
L] EAST.0 cREIE
PROPosm uonramnsPH,uT
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PRON6EDHFAWDULY/SPHALT
PROPOSEDASPHALTOVERIAY
El
PROPOSED DUTY
ISR
cIXJCR IBROOM Rw&p
°
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PROWsm HEAVY DUTY
coNCRETEreROGM HwWn
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45.50
PROPOSED JOINT LAYOUT
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D.00
- PROPOSED FJfPAN510NJOINT
PROPOSED
CONIPACTIo wOt'T
4.00 19.50
mw
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STRIPING NOTES
do NiEM
I.rYAft
: s.00
: e.50
Lah.l.W nrtW
&a V A,%
: 0.0
: 2eA
STBIPNG ON CUNMEIE SHOULD ALWAYS BE YELLOW.
dxTH
: &OD
AAV NAlp.
: 75.0
SNIPING ON ASPHALT SHOULD ALWAYS BE WHITE.
i.r Trent
: e.50
1 1 2
I
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t
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REOD., T2•WHffE PAINTED STRIPE-- cr-c'
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Sf7+ -_
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1 { rF REOD., ADA SURFACES
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1 H r MPJN ENFRANCE o
¢
^ o PROPOSED
-
P.mr
BUILDING
E
a
—LI ' ^9,10(fsP f Q
z
c
mREOD.,
2 EA. WC SIGN IN BOLLARD '-
I
D
Z m--^'WUNDATON
PLANTERS
a
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"M
STOP SIGN AND
I ' , _ . • .EX:, CONCRETE
REOD., 6•MONOUENIC EX. BUILDING
CURBANDSIDEWALK
A
` SITE DATA TABLE
STATE OF FLORIDA
COUNTY OF ST. LUCIE
OUTSIDE PORT ST. LUCIE CITY LIMITS
ZONING: OG - COMMERCIAL GENERAL
YARD SETBACKS (8 LANDSCAPE BUFFERS):
FRONT:
25' (15' BUFFER)
SIDE:
10' (10' BUFFER)
REAR:
20' (10' BUFFER)
PARKING REQUIRED:
4.49 SPACES / 1000 SF GFA
Based upon the 4th edition of the ITE paridng Generation Manual
9100 SF / 1000 * 4.49
40.9 SPACES
PARKING PROVIDED:
41 SPACES (INC. 2 H/C)
BICYCLE PARKING:
6 SPACES MINIMUM
i
10
PESEIV® FOR
_SEFM SYSTEM
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VALLEY GURER(SEE GIAOING RAN SHEET 6) H 0.N
TOTAL SITE AREA:
AREA BREAKDOWN
ROOFTOP:
APPROX. 0.21 ACRES
ASPHALT:
APPROX, OAM ACRES
CONCRETE:
APPROX. 0.15 ACRES
PERVIOUS SURFACES:
APPROX. 0.39 ACRES
POND BOTTOMS:
APPROX. 0.17 ACRES
EXPECTED CONSTRUCTION
SCHEDULE:
BEGIN:
5/13/19
END: 1
8/13/19
13
NOTES TO CONTRACTOR:
1. EVDtY EFFORT HAS BEEN MADE TO ENSURE THAT 1NE BUILDNG O
NDICATED IN THESE ORAWNGS NAMES THE ARCHIMCTS UTEST
BUMINC AND FOUNDATION RAN. IT SHALL BE THE CONTACTORS O
RESPON4BNtt TO CONFIRM THE AOSEDENT BETWEEN THE BUILDING Ki
FOOT RI NT N FO N THESE PAWS ANO THE FACPOR 9 BURDING
FOOTPRINT AND NN IN THES PLANS THE E AROHITE SHALL
NOTIFY THE EIONEEN IMNEMAIFLY IF ANY DISCREPMOES jiff Q
FOIINO. / J CD
L NNE GO TACTON SHALL PROTECT LQiWANY EXISTING �
AWES AND NFASERUCNRES ON E 5{(E BE... PONDS. INLETS, �
■q■
3.
ENSURE T THEY O NO I- OAOrnE
MOEO MTHEOMNFR. , `/N.v
4. AFTER TH SHED' ME K
ND AN Be
5. THE �ANT��TH
9
WA Ol z
S. ALL TH Q� GONRI m 0
M1TH GE0 % MEN V
7. ALL T LOCATIONS FOR 1EIDHONE- AND CABLE TIl
SNAIL BE COGAOXATED MATH Moil NRAL PLANS AND LOCAL L p/
NOTES
E+
1. ALL NEW Wow( SHOMN N THESE PLANS SHAM COMPLY WTH
LA
MPUCABIE STATE, FEDERAL AND LOCAL MIMING AND umTY
,•'3
I
INSTALLATION COZIES
W
2 NO MARK SHALL COMMENCE, INCWMNG D NTIL ALL
z
MPUCABIE EROSION MIROL MEASURES A ST
INSPECTED By THE PROJECT W GNEFA, IRO APPN
N
PROIFL•L NP. IME1611
]. EROSION CONTROL DEt10E5 ME TO BE INSTALLED
wN9Y: P¢0N
THROUGH OR EMTHMORN OPERATIONS AND SHALL BE MAIN
ND
THROUGHOUT O
DICTION AND UNTL PEEYMENi MOUND COVER IS
COVER
caner:
IN All
ESTABUSXED N ALL NSMmED AREAS
SItEET NO:
4. ALL IRAFRC S IPNG AND YAKKING SHALL Be THERMOPLASIC MINN
DDT INGHT OF WAY.
5. ALL OMECTIONAL REGUUTORY SIOIAGE AND ALL PAVEMENT YMI(mm
C3
SHALL BE INACCOnOMLE NTH THE 'UEDNU OT MANUAL OF UNIFORM MARK
N
oxnFtm DE,A s'
511E & GF.(lM
PLAN
14 1 IS 16
7129 South US1, Port St. Lucie, FL 34952
Scale:112-=1'-1)
FERRIN
SIGNS
DESIGN PROPOSAL
10'-0 1 /2"
2W
CLIENT DOLLAR GENERAL
LOCAION.STW('JF,FL
DESIGN#0919017A
DME: 9/10/19
SALES: D.MAY
DESTGNER:J. LUZURIAGA
SCALEASNOTED DISK-DRiW2019
-1-
REVISIONS
Aluminum over 1 1/2"x 1 1/2"x 3/16
aluminum angle frame full weld
all connections
Low voltage LED power supply house with in cabinet
White LED strip modules
20 AMP toggle type disconnect switch side of cabinet
(4)1 /2" threaded thr bolts
x 15" steel plates fully welded,
3se by others
el pipe
10'-0 1/2"
�• 0�%`1Q 1 � vi STEEL ASTM A53fb=21,500
•'"N 4 ,,� �d SOIL BEARING CAP. 2,500 P.S.F.
• G� CONCRETE2,500 PS.I. @ 28 DA YS
V10 p0g409 •';#•e ALL WELDS FULL PENT. ALL
R HARDWARE NON-CORROSNE
.
SIGN TO BE LISTED AS PER N.E.C. 600.3�PT� v • z `
ALLCOMPONENTSTOBEU.L.LIS(ED&APPROVED �° •G
TLFABRIOMON&USEOFSAIDCOMPONENTSTOMEETOREXCEED
rya mia LOCAL& N.EC REQUIREMEUTS Johnt..OdandoPE /s�saes�sa�TGb ormstotherequirements job751
16501d Ridge Road of 2017 FBC Section 1620 HVHZ sheet T
Mamn,GA312TT 4787315394 Ultimate Design Wind Speed V(Ult)=170 mph
1ffFC
kodando@coxnet Risk Category=ll
13E=
Florida registration N004M9 ExposureC