HomeMy WebLinkAbout3150 S ORLANDO DR 18-4188 SIGNI(T-9, Cabinet 18" Gzbirve.i
' 11 - leve
i
DI Monument Sign
Scale: 3/8'=: 1'-T
I HAVE REVIEWED THE ABOVE SPECIFIC
CLIENT APPRDVAL: DAM 1 6
Remove existing moeurnent. sign from,
nodh en e and discard,
e and Wal new INT
morin rt sign With, readerboard at South,
entrance.
Cabinet- Akwum febiici w& 21'
retainers & Ivider ba�, pointed tft
srrraoth f65 ,
0 Fa. Flat mar L exarr with
translucentu liappaed:ttr b. d, sw1oce,.
aderboard Faces. Flat: WT& acryk
with clew acrytic tracts spaced for
ch le copy chernic�allly welided': tri
fam w ttr font set..
Vamllal n Akfft* r tube fume w#T
Ctw Lexw cover:
Lkjdlngnaffy,, , ed wdh Vit:
LED&
Rrnd. Alwww . panted
Wish.
Based on R.O.W. of Orlando Drive, ok to remove existing
monument sign at south entrance and install 70.83 square
foot monument sign at 10 feet in height and setback a
minimum of 10 feet from the property line as shown on
plan. The base of the ground mounted sign shall be
compatible with the architectural style and color of the
principal building. All ground mounted signs shall be
encased in a landscape planter, two (2) to three (3) fret in
height, or a landscaped area of no less than four (4) i et
wide on each side of the sign. The planter or landsca,ed
area must contain any combination of shrubs, floweos and
groundcovers. Sign shall contain the address number of
the premises, placed parallel to the sign face, in numbers
large enough to be read from the street but in no case less
than three inches (3") high.
Basm A—Umum. fabricated, painted with
sco finis h to match building; color as
cbse as possible,
Address Numbers: 1/T' Fri' pairged
a1i , stud mounted id base-
Colms-
Cabinet & Rev - Pamted te,
math Pyla 2 Imre
Face B' egrm f..
err 363&U46 Me (PUS
&'.
Sri 'l4 TMS 1: 797C)
Address Nm- bers: Stock
SqUaTe Foollaqw.
64 we.�1til
(Mowed 12'O
i f Juniper or
t
IOW growir
evergreert
bush
Accent plants
:0,. AND, HEREBY AUTHORIZE THIS PROJECT TO BEGIN -
DATE, 1 0 OK b: prucced wWD NO, CHMWiEa
13 Its chxvs aid ski Tr
❑ OK W p;sexed wWi NST M'.'FA H.
ifr.OP safifbcd
c ob,Ad&ess:. _
3150 S, Oriando. Dr.
sed, FL
jbb #: 12-031189
Qom: 9504-18
SPS RAS
DrFillm- PLT FffieMM
&chord - 31 S 01bado
(: oeWhdki
dr -fluor
Sheet No -
ON
kiBu'i1�aLe7P b.}g'; 1Sm�e
RIM15,42-11Whift bow, to
after, wft=fir. WMP
e.
R21R,6- 4WLdd
11:10 AM
ALL STRUCTURAL STEEL TO HAVE PROTECTIVE COATING FOR CORROSION PROTECTION
Lateral Load 200 P.S.F. (contractor to verify)
Per ASCE 7-10
INPUT
Ultimate wind speed CAT II
150
Design Wind Speed
116.1!
Exposure
B
Force Coefficients Cf
1.45
Direction factor
0.85
Gust factor
0.85
Velocity Pressure qz
29.3E
IBC 1805.7: Design Employing Lateral Load Bearing
Calculated footing depth:
PVC
SUPPORT CALCULATIONS
(Wind Force 2,064 LBS.
Moment at Base 11,351 FT. -LBS.
INumber of Supports 2
Section Modulus 5.94 ci
(COMPUTED BENDING STRESS:
22,939.20 P.S.I.
ALLOWABLE BENDING STRESS:
SUPPORT TYPE AND SPEC'S
Grade:
Allowable
descrepencies at once. If existing sign construction does not conform h. Concrete shall be 2500 psi.& Comply w/ACI 301, 304
A36 Steel
23,500
P.S.I.
TUBE Fy=46ksi
30,600
P.S.I.
A572 Steel
33,000
P.S.I.
Sch 40 pipe
24,000
P.S.I.
6061-T6 Alum
18,000
P.S.I.
PVC
6,000
P.S.I.
#2 P.T.-Y.P.
950
P.S.I.
mph Wind speed fig 26.5-1a
mph Adjusted to nominal design wind speed
P.S.F. (Calculated)
3.69 ft
Name of tube section here
Tube/Pipe Section
b= 4.5 inside b= 4
d= 4.5 inside d= 4
1= 6.68 in A4
Use Option
Checked
Below
** THE GRADE FOR STEEL IS SHOWN
pass WITH THE ALLOWABLE BENDING STRESS
VALUES USED IN THE CALCULATIONS.
�g
]HOP Sanford 3150 S. Orlando Dr., Sanford #126031
-ALL FASTENERS AND HARDWARE TO HAVE PROTECTIVE COATING FOR CORROSION PROTECTION
tn,A'r'Mhrnntk A3oa
al 50
NI
5.O, O.C.
MATERIALS OF CONSTRUCTION (UNLESS OTHERWISE NOTED)
aa. Structural steel shall be a min a36 Fy--36 ksi
IT. Structural steel tubing shall be A-5000, Grade B, Fy = 46 ksi.
c. Structural aluminum tubing shall be 6061 T6, or equivalent, Fy= 35 ksi minimum.
d. Structural piping shall be ASTM 1083 tensile strength = 48ksi.ycild = 30 ksi min.
e. Anchor bolts shall be A-307.
Existing sign survey provided by the sign contractor and is shown here f. Connection bolts shall be A-325.
Grade
4' SAO s•tl support pipe
(2) req'd
Drilled concrete footing
(typ)
6P �� giss�
Af°-T-RO LU- VIL =MINI
�v- .I- C6
for design. Contractor is to confirm existing as shown and report any g. Rebar shall be ASTM A615 Grade 60.
Based on R.O.W. Of Orlando
descrepencies at once. If existing sign construction does not conform h. Concrete shall be 2500 psi.& Comply w/ACI 301, 304
Drive, okto remove existing
monument Sign at south entrance and install 70.83
to the above sketch, then field modifications shall be made. i. All welds min. E70 - 1/4" (Steel) continuous all around and sealed.
square
foot monument sign at 10 feet in height
Scope of Work: j. All aluminum welds min. 2pass - 1/4" weld.
*
and setback a
minimum Of 10 feet from the property line as shown on
Disclaimer welding per: AWS B2.1 AND AWS A5.3/A5.3M latest editions.
Plan. The base of the ground mounted sign shall
These engineered calculations only apply to the square fooling and the support section listed above. Sign faces, raceways, cabinets, brackets, plastic panels, electrical, corrosion resistance,
\�VPFCRT
Compatible with the architectural Style and of
ol
letters designed by the sign manufacturer are not the responsibility of this Engineer and are by others. They do not appy to any wall mounted sections, electrical, etc.
All dimensions and properties havebeenprovided and certified bythe client. All weather exposed material must becronosionresistant.
principal building. All ground mounted signs shall
shat be
The foofing1foundation has been designed with an assumed 1,500psfsoil bearing on suitable& 200psilatteral soils as per the FBG Ifunsuitable soils are present
encased in a landscape planter, two (2) to three (3) feet in
a foundation re-deisignwill be requied based on a Geotech report furnished by owner.
height, or a landscaped area of no less than four (4) feet
0102 6 01.00
-- -- _.. �""'••' "`- `�, �� aall. i nc I. cliILC1 Ur Idnascapea
area must contain any combination of shrubs, flowers and
groundcovers. Sign shall contain the address number of
the premises, placed parallel to the sign face, in numbers
large enough to be read from the street but in no case less
than three inches (3") high.
1`/2' ANC -LE
6" LAIN. LENGTH 'v`EYTIC.AL
1-1/2 3n:ACE ON A SDES
F^sT l: TOIL dr BoTrek,
1-1/2' ANGLE '.3TLOS -- ---
AROUND PEP,INFER CORNUOUS (yELI) TOP
AT 24" O.C, FAIN, 3OTT)M: I'I)ST P:) 1-112" AMA -ES
ROUt G POST TO CABI\Ef-O',NECTITvv
NTS
ALL CONSTRUCTION PLANS SHALL
CONFORM TO THE LATEST EDITION
OF THE FLA. BLDG. AND NEC CODE.
I HEREBY CERTIFY THAT THIS SIGN
MEETS THE REQ, OF CHAPTER 16
6TH ED. 2017 FLORIDA BUILDING CODE
10/5/2018
��ttlllfrri
P4,. �\ C E NSF
* No. 50658 * —_
.. STATE OF -
i �•. 7cLOR'1 X40
�7.
ART STITZEL, P. E. 850658 C.A.27473
STITZEL ENGINEERING & CONST., INC.
317 W. HIGHLAND DR. #101
LAKELAND, FL 33813 V
PHONE (863)607-4455
�I.ELD --_"-
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SVPFURT
a 'OLE .'EEL PLAN +IE'N
\
GRADE
CRIT A''4GLE B' FZ)u
CON:;RETE FOOTING
=
-511/4' At:GLE HELD FLdT
r,M1
2-iS S/ STEL ANGLES
W
i\
L Z 16 N RTER TWN DIA.
IgIl 7 To SIDE OF ?IP=
3" CONCRETE CGvM ON STEEL.
- FST ANGLE 6" U' FRO)
=cro
CCvER rReu 06Trcv
DI4..
PJe'c0 IN FCmING
rFGiM
=AL
1`/2' ANC -LE
6" LAIN. LENGTH 'v`EYTIC.AL
1-1/2 3n:ACE ON A SDES
F^sT l: TOIL dr BoTrek,
1-1/2' ANGLE '.3TLOS -- ---
AROUND PEP,INFER CORNUOUS (yELI) TOP
AT 24" O.C, FAIN, 3OTT)M: I'I)ST P:) 1-112" AMA -ES
ROUt G POST TO CABI\Ef-O',NECTITvv
NTS
ALL CONSTRUCTION PLANS SHALL
CONFORM TO THE LATEST EDITION
OF THE FLA. BLDG. AND NEC CODE.
I HEREBY CERTIFY THAT THIS SIGN
MEETS THE REQ, OF CHAPTER 16
6TH ED. 2017 FLORIDA BUILDING CODE
10/5/2018
��ttlllfrri
P4,. �\ C E NSF
* No. 50658 * —_
.. STATE OF -
i �•. 7cLOR'1 X40
�7.
ART STITZEL, P. E. 850658 C.A.27473
STITZEL ENGINEERING & CONST., INC.
317 W. HIGHLAND DR. #101
LAKELAND, FL 33813 V
PHONE (863)607-4455
,
ALTA 1 HSPS Land Tike Survey
10 z Jock
Based on R.O.W. of Orlando Drive, ok to remove exi
/ v °NITe alyotseetemmonument sign at south entrance and install 70.83
sting
square ry ,a_
foot monument sign at 10 feet in height and setback a
minimum of 10 feet from the property line as shown on
plan. The base of the ground mounted sign shall be
compatible with the architectural style and color of the
Lake- .,�'e y31a,s 7
/ � � � ,` '' < � c-��j principal building. All ground mounted signs shall be
Ada / Cha"-M�_.. �a
encased in a landscape planter, two (2) to three (3) feet in
height, or a landscaped area of no less than four (4) feet
/ e"hwide on each side of the sign. The planter or landscaped Q
/ � e..
�` area must contain any combination of shrubs, flowers and
/°" e• j . 1`a "'Fe, groundcovers. Sign shall contain the address number of
the premises, placed parallel to the sign face, in numbers �1
large enough to be read from the street but in no case less ?/
than three inches (3) high
IA - La
t •,
/
e
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..1.
.+oamo.:w„n4xtm�<e�nc�a-�s..>n.. '•'. T ,
Point of gginning � c
0— Milan PreperRes frit- �`''' F of 4pz!0{}. - Parcei 8 - .• t' f . {' e .• ,yam i j ..1.,
ff-, -
Pan,el IE#
owy q.'%a7• - - -fIt
"f - • " '. �qm\r - - t°'w�&r " j c mR' - • ...
tf-20-30-_V"06G0000. - z5.,�
'�EGAt-OESCRIFTtON: -•� e - _ � •- �/ { ` � .'••
Pared A. _ _
From the Northeast comer ofSedion 11, Township 20 South, Range 30 East, Seminole County, Florida nun Southerly • - a - g; £ �. )' a - "`
711-6 feet to the West 5ne of Ofd State Road Number 3, now State Road 15 & 600. Thence run South 24 degrees 34 am • .t'°""4. - �+. ^.- s -
rranutes West, along the anginal dghtof--way ofsakf State Road IS and 600, a distance of 7064 feet, thence run. North s� • - •. =F (I�r4
65 degrees 26 ndnutes West, aeltstance of So feette, the existing dghtof-way line of State Road15&.630(U.S.: Highway >aa2ree�.s��,n.. �ao�: - - 6 'i
17 & 92) for a POINT OF BEGINNING, thence run South 24 degrees 34 minutes West. 150.48 feet; thence, North 65 '""-°vnY$ ° *'^'"-•ffir'
degrees 25 minutes West, 241.26 feet tharece: rut+, North 24 degrees 34 rttinutes East, 150.48 feet; thence, South 65 F,:cwc.nn • sa '.! • '� -
degrees 25 rrdnutes East, 241..26 feet to the POINT OF BEGINNING. s.;� " �* -' ' _ - - J"
and EXCEPT portions of such property coten,yed or taken for rights of way for public strests or roadle.
T f
Parcel 6:
a a ��
From the Northeast carver of Section 11, :e ownship 20 South. Range 30 East, Seminole County, Florida, run Southerly a 6 /� a:�m'T I � i J r
711.6 feet to the West finof Ofd State Road Number 3, now State Road 15 & 600; thence run South 24 degrees 34 c man a te. - a ! p<+r a.
minutes West, along the emginat right of -way. fine of said State Road 15 & 600, a distance of 706.4 feet, thence run North" $ e V-•-
55 degrees 26 minutes West, a distance o€321.26 feet for a POINT OF BEGINNING; thence run South 24 degrees 34 r;,anr -,,,. �,,,,, pg
minutes West, 150.48. feel: thence nun South 65 degrees 26 minutes East 241.26 feet to a point an the Westerly
right-of-way an.
of the aforesaid State Road 15 & 600; theme South 24 degrees 34 ndnutes West, along said a exp e=•,,.rrw�r� T -c r`!f J� o kms, - r � !'� � f
r±ghto[-way fire. 74.52 feet; thence Noeth 65 deges 26 minutes West to Lake Ada. thence run North along the take tea
point North 65 degrees 26 minutes West to the POINT OF BEGINNING; thence South 65 degrees 26 minutes East to the a*s Ytl
POINT OF BEGINNING. "O """ `"'"`"""'"" ! ! J
Together with an ingress -egress easement desenbed as follows: +
A 24.0 foot wide ing ess-eg ress easement being moreparocu{atty described as follows Ireland & Associates Res
�
Frum the Northeast comer of Section 11, Township 20 South, Range 30 East, Seminole. County; Florida, run Southerly >.� Su�fp7p�x Inc. !! !
7MI I S feet to the West line of Ofd State Road Number 3, www State Road 15 & 600; Thence run South 24 degrees 34 �� ° `" zs-t o. w - s�.k, t•= zir Ay —� By rnew
taOY 9. I�aterwltiowl. Pa.Ma,uy. Suits 200, PK!
minutes West, along the onginat right-of-way line of said State Road 15 & 600, a distance of 532_88 feet, thence nm j' r /J(� Flek. tram a7mns Riva
hV tZ I._ szo,�rae. s2>ss Forint 7f Beginning ` 3*4
North 65 degrees 26. minutes West a distance of 80 feet to the a istmg fight- if -way line of State Road 15 &.600 (U.S. .i�ta,.a �•„eyt.rs-oa,,. s TA/ ACSM Lend 7xl So—y Cedified T.
Highway 17 & 92) far a POINT OF BEGINNING, thence nun South 24 degrees 34 minutes West 24.00 feet, thence run s k as s`: , - xrRa
Office -407.678.336631
North 65 degrees 26 minutes West 241.26 feel; thence nun North 24 degrees 34 minutes East, 24.00 feet: thence run
as
South 65 degrees 26 minutes East 241.26 foot to the POINT OF BEGINNING. Fax-407.320.8165zsx y W 3. :a z a:. b«s.; o. m,a.eNr.a,,,• _a"'�"`n°
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