HomeMy WebLinkAbout3785 Orlando Dr (2)cEIVE &
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D5
CITY OF 1
APR 2 2011 1 1=j1 DING 8 FIRE PREVENTIOI J
d
BY.
PERMIT APPLICATIO6.1
0 /C.cc.aL:
Application No: Documented Construction Value:
J
Job Address: —s' , a1^ G j l Historic District: Yes
r• `
No
Parcel ID:
l ll
Zoning:
Description of Work: f - v / % 1 F/y G c% ' 2 A kI
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
2
Property Owner Information
cam/
Name c- // 1/11" ! Phone: efl-7
Street: /l'9 G `t--/Resident of property?,-:
City, State Zip: '4 Q 7 _ 73
Name
Street:
City, S
Name:
Boudtiiig: C mpany:
Address
L _ ., •.
t - F :.1631 .Gii J7 .!}1 Gjj ,,
y v = '38
E,l?
f h ry
ilding Permit 0
Square Footage:
No. of Dwelling Units:
rmation
Phone: l 7 4/ /
Fax:l/
State License No.: Ci Ile,
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Electrical
New Service.— No. of AMPS:
Mechanical (Duct layout required for new systems)
Plumbing 13 -
New Construction _-:No. of Fixtures:
Fire Sprinkler/Alarm„ 13 No. of heads:
j
Application is hereby made to obtain a permit to do the work.and..installations as indicated. I certify that no
work or installation has commenced prior to the issuance of'a`pei`rn t'and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I.understand that a separate permit
must be, secure& for electrical work, plumbing, signs, ---wells, pools;'furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this country, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONINGG s q -/j UTILITIES:
ENGINEE f y-« FIRE:
COMMENTS -.
Rev 11.08
WASTE WATER:
BUILDING: !
Signature of"Contractor/Agent Date e_'Q
lam% , l//,rr d/ '! o a
Print Contractor/Agent's Name
2
3 3
mC
r Q
ridaSignatureN_ tate of Florida State 4Forida e:
m N
nm Expires Feb 25.205 r
rnWm
rrrnssion 018EE62aooa
National Notary Asan. d u , z
m
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: !
McDonald's USA, LLC
10150 Highland Manor Drive
Tampa, Florida 33610
Phone: 813-630-9634
McDonald's Fax: 813-621-4073
February 10, 2011
LETTER OF AUTHORIZATION 9
Re: Sanford, FL
3785 Orlando Drive
UC: 009-1073 (the "Premises")
By way of this Letter of Authorization, I hereby authorize FM Facility Maintenance to have
access to the above referenced Premises in order to conduct certain repair and maintenance work to
the McDonald's road sign located within the Premises.
MCDONALD'S USA, LLC
a Delaware limited liability compan
By: Y
Name:,L r 0 s e-
Title: 6Le-,4 /S l iS d
ACKNOWLEDGEMENT - McDONALD'S USA, LLC
STATE OF J®,,-) i e 1°"7 )
SS
COUNTY OF1_)
I, iJ'l 1 1 _S a Notary Public in and for the county and state
aforesaid, DO HEREBY CERTIFY that I , as
ae,,g 5 eQ-Ai is a r- 6f McDONALD'S USA, LLC, a Delaware
limited liability company, who is personally known to me to be the same person whose name is
subscribed to the foregoing instrument as such authorized party appeared before me this day in person
and. acknowledged that heLWe signed, sealed and delivered the said instrument as histhet free and
voluntary act as such authorized party and as the free and voluntary act of said company for the uses
and purposes therein set forth.
Given under my hand and notarial seal, this day of P%;42k-1 2011
My commission expires
Notarry Public
NOTARY PUBLIC -STATE OF FLORIDA
Subhash Jansad
Commission #DD701378
Expires: OCT. 23, 201.1
BONDED THRU ATLANTIC BONDING CO., LNC.
LIMITEDTED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint:
an agent of-
to
f
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
U
X
All permits and applications submitted by this contractor.
The suecific hermit and
stmt
located at:
Expiration Date for This Limited Power of Attorney:
License Holder Name: r _,Lnic f J/ rnr'N
State License Number
Signature of License F
STATE OF FLORIDA
COUNTY OF D—^
The foregoing instrument was acknowledged before me this day of
200 j_, by ap jn Q / Sf' mw who is d person known
to me or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
0",
CRAIG SHIMAN
t•
MY COMMISSION # DD898659
EXPIRES June 14, 2013
407) 398-0153 FloridallotaryService.com
Rev. 3/27/07)
Signature
Print or type name
Notary Public -State of rl.,;4A
Commission No.
My Commission Expires: Jc.n r A42 -)
a
F__ Vim
Fixture Specifications
Formed aluminum housing
Access to lamp and ballast
compartments through hinged door
assembly
One-piece tempered glass lens
Optical system fabricated of polished
aluminum: provides optimum
efficiency for long and wide light
distributions
Luminaire finished in weatherproof
powder -coat finish
ORDERING INFORMATION
SAMPLE CATALOG NUMBER
ASB X XXXXX) K XX
Series Type
Wattage/
Finish
Source
ASB Adjustable Shoe Box
C Adjustable cut-off
FFixed arm (forward throw)
175PMH 175 watt pulse start metal halide
25OPMH 250 watt pulse start metal halide
320PMH 320 watt pulse start metal halide
1000MH 1000 watt metal halide
250HPS 250 watt high pressure sodium
400HPS 400 watt high pressure sodium
1000HPS 1000 watt high pressure sodium
A fully adjustable and directional lighting system
designed for maximum flexibility and the challenges of
today's lighting needs. Adjustable mounting allows for
up to 45 o tilt above horizontal to optimize performance.
Fixed arm mounting provides true cutoff in the same
value -priced luminaire.
Type C includes adjustable tenon
adapter
Includes integral/adjustable light
cut-off shield
Consult factory for external glare
shield options
Includes lamp and arm (Type F)
Available with photocell
Suitable for wall mounting
UL listed for wet locations
XX
Voltage
f Consult factory for other mttoges and Pulse start awilobility
2 Consult factory far other finches
3 EPA based on 30 ` tilt. For other FPA values. mmukfadory
A_
I
c
I
Adjustable cut-off
I. E
Ii
D' Fixed arm
forward throw)
400 17.0" 17:0" 9.5" 10.0" 5.0"k 1.44
1000 22.0" 22.0" 10.5" 10.0" 5.0" 2.54
MOUNTING BRACKET ORDERING
INFORMATION
A Li
Ti -IA• Tr -2A TT -3A
TT -4A Tr-4AX
g0 °)
Fka
Tr-WM
MIA notrequired with term tap pole. Use only for retrofitspecify4"T 5" pole).
03 A HUBBELL LIGHTING, INC. COMPANY
Performance Designed Lighting Products www.securitylighting.com
1085 Johnson Drive • Buffalo Grove, IL 60089 • ToLL-FREE: 800-544-4848 • PHONE: 847-279-0627 • FAX: 847-279-0642
DB Dark bronze
WH White
BK Black
PS Platinum silver
MT Multi -Tap ballast (120. 208. 240, 277V)
48 480 volt
PC Field -installed' photocell-(specifyvoltage)_
GS Universal. glare shield
f Consult factory for other mttoges and Pulse start awilobility
2 Consult factory far other finches
3 EPA based on 30 ` tilt. For other FPA values. mmukfadory
A_
I
c
I
Adjustable cut-off
I. E
Ii
D' Fixed arm
forward throw)
400 17.0" 17:0" 9.5" 10.0" 5.0"k 1.44
1000 22.0" 22.0" 10.5" 10.0" 5.0" 2.54
MOUNTING BRACKET ORDERING
INFORMATION
A Li
Ti -IA• Tr -2A TT -3A
TT -4A Tr-4AX
g0 °)
Fka
Tr-WM
MIA notrequired with term tap pole. Use only for retrofitspecify4"T 5" pole).
03 A HUBBELL LIGHTING, INC. COMPANY
Performance Designed Lighting Products www.securitylighting.com
1085 Johnson Drive • Buffalo Grove, IL 60089 • ToLL-FREE: 800-544-4848 • PHONE: 847-279-0627 • FAX: 847-279-0642
Date:
eht:
Sign:
1/11/11
US SignsOverall
McDonalds
City, State:
Height:
Wind Speed
Sanford, FL
21'-0"
120 mph
SHEET: 1 OF 2
Sean M. McFarland, PE
McFarland En ineerin
ITube Steel - 46000psi v 120
2 v
Sign Description 3785 Orlando Dr. Table of Contents
Columns: 1 Content: Page
ME Job: 20233 A Design Loads ......................... 1
Support Design ....................... 1
Sign Size:t A undation Design / General Notes ....... 2
FtBVI
Design Drawing ....................... (Numbered
Separately)
Structural Variables and Code Loading Specifications
Cabinet Type:
Structural Section:
Number of Zones:
I Miscellaneous I Code:
Wind Speed:
Wind Exposure:
2007 FBC w/ 2009 Adden v
ITube Steel - 46000psi v 120
2 v
VA WFARLAND ENGINEERING
5555 Fellowship Ln • Spring, TX - 77379
281) 81=3-7439
Wind Loads Per ASCE 7-05
JAN 1 1 2011 ,•P ENS '9,LoSignignsections:F
Cabinet Wt. Tube Weight Transition k o.61049
Zone Per Sq. Ft. Per Foot Y or N)
1 110 v 1.8 #/FT TATE OF ' W:
2 10 v 1.8#/FT y,' 0R14P. N .
State License: Florida - 61049
Geometry of Sign: x , 9 aght
Top Approx. Avg. Width Approx.
Zone Elevation Height Width Pressure Force Weight
1 21.00 FT 1.25 FT 1.50 IFT " 48.87 PSF 0.09 K 21 #
2 19.75 FT 19.75 FT 0.33 FT * 21.13 PSF 0.14 K 35 #
Total Wind Force = 0.23 K 56 #
Moments at Transitions:
Lateral 2
Zone Force Mom. Arm
1 0.09 K 20.38 FT
2 0.14 K 9.88 FT
3.24 K -FT
Section Modulus Req'd: 1.28 IN^3
Structural Sections to be used:
Tube
Zone Option Dim. Wall t. Weight Sxx d/t Sxx Req'd
2 Tube 4.00 IN 0.090 IN 2 #/FT 1.38 IN^3 44.44 1.28 IN^3
11 Gauge
The electronic seal appearing on this document was authorized by Sean M. McFarland, PE on January 11, 2011
VA WFARLAND ENGINEERING
5555 Fellowship Ln • Spring, TX - 77379
281) 81=3-7439
e
Date: 1/11/11 City, State: Sanford, FL SHEET: 2 OF 2
Client: US Signs Overall Height: 21'-0" Sean M. McFarland, PE
Sign: McDonalds Wind Speed 120 mph McFarland Engineering
Foundation: (Non -Constrained) Pier Footing
Pier Footing Design: Select the footing and soil type:
Round
1500 v
150
d = A / 2 * (1 + (1 + (4.36 * h) / A)^1/2)) Footing:
where A = (2.34 * P) / (S1 * b) Vert. Soil Bearing (psf):
Lat. Soil Bearing (psf):
Mmax = 3,239 #-FT
D =
Pmax (Lateral) = 231 #
1.50 IN
LSBP = 150 PCF
d =
S1 = 375 PCF
0.63 IN
b = 2.000 FT
A = 0.72 FT^2
h = 14.047 FT
d = 3.698 FT
USE: 2.00 FT. RND. X 4.00 FT DEEP FOOTING (BELOW GRADE)
Soil Bearing Check:
DLmax = 56 LBS
Area of Footing = 3.14 FT^2
Actural SBP = 18 PSF
Allowable SBP = 900 PSF Includes code allowed 20% increase for every foot
of footing below 12" into natural grade.)
018 PSF < 900 PSF THEREFORE OK
Baseplate Design -
D = 4.00 IN
e= 1.50 IN
b = 4.00 IN
d = 4.00 IN
plate t = 0.63 IN
P Bolt = M * 12 (in/ft)
A36 Steel Fy= 36ksi
E70 Electrodes Fw= 928 #/in/16th
A307 Anchor Bolts Ft = 20 ksi
of Bolts= 4 Dia. Bolt
Column Mom= 3,239 #-FT
2 bolts (D + e + t)
treq'd= [(6*P*e*2 bolts) /(.75*Fy(D+2*t))]^1/2
Weld = M * 12 (in/ft)
Fw (b*d + D^2/3)
0.5
3,173 # < 3,926 #
635 IN Approx. 0.63 IN
1.9616th's < 2.0016th's
USE: (4) 1/2" Dia. Bolts w/ 5/8" Baseplate. Weld to Support with 1/8" Fillet Welds
I
LIGHT STANDARD
el
N
CTS-
Z-0"
TS-
Z-01' 36" LONG, 6" PROJECTION.
3000 PSI CONCRETE (MIN.)
SCALE: 3/8':=1'
10"
75'c.c.
BASE PLATE DETAIL
314'=l' -T
A307 Anchor Bolts
A36 Steel Plate
5/8" Dia. Hole
for 112" Dia. Bolt
Thick Steel Plate
CITY OF Sg%aipo - BUILDINP.".044-4 AMM
PLANNING 011 rEVELOPME- T SERVICES
McFarland-'
5555 Fellowship Lane
Spring, TX 77379
STRUCTURAL SIGN DESIGN
ENGINEERING SERVICES
Ph: (231) 84--74,9
Fax: (8S8) 712-5364
Email: sean(it signstructurc-s.coni
Web: wwkv-stpistructurcs-c(liyi
Job:
McDONALDS
Light Standard
Client: US SIGNS
Job #: 20233 A
City/State: SANFORD, FL
Address: 3785 ORLANDO DR.
Pay careful attention to all text
boxes with light grey shaded
backgrounds. These text boxes
contain important engineering
information,
Revisions:
Rev:20145) Chg'd vvindload
Florida License Number: 61049
Florida License Expires: Feb. 28, 2011
The electronic seal meadnc on Vh's dxumenwas
JAN 1 1 2011 a ' th .-xized by Sean M McFarland, PE on January 11, 2011
MCF
E
No. 61049
LULUATEOF
4 0 R %%%
ASCE 7-05, 120 mph Wind, Exposure C
This design Complies with the High Velocity
Hurricane Zone Code Date: 1-11-2011
and with the 2007 FBC
2009 Supplement to the Florida Building Code) Sheet #: I -OF 1
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21 FT
3 FT
Vit.
0n8
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Eye aR
ate:
tient.
1/11/11
us Signs e
City, State:
Overall Height:
Sanford, FL
25'-0"
SHEET:',1 OF 2
rtk&- Sean M. MFarland, PE
iqh: McDonalds Wind Speed 120 mph
Sign Description 3785 Orlando Dr. Table of Contents
Columns: 1 Content: Page
ME Job: 20233 B Foundation Engineering ONLY Design Loads ......................... 1
Support Design ....................... 1
Flag Size:. 4 x 8 (Max `3 3 undation Design / General Notes ....... 2
Alumir, D
0 Foesign Sketch ........................ (Numbered
Separately)
Structural Variables and Code Loading Specifications
Flag Pole v Code: 2007 FBC w/ 2009 Adden.
Wind Speed: 120
Wind Exposure:C
Wind Loads Per ASCE 7-05
Anodized Aluminum v
2 v
1 v
Sign Type:
Structural Section:
Number of Zones:
Number of Columns:
Sign Sections:
Wt. Pipe Weight Transition
Zone Per Sq. Ft. Per Foot (Y or N)
2 v. 8
2 o v 12 y
Geometry of Sign:
Top ' Average Approx.
Zone Elevation Height Width Pressure Mod: Load _ Weight
1 25.00 FT 4.00 FT
2 21.00 FT 21.00 FT
Maximum Moments (See
Tapered Aluminum Flagpoles
18 K -FT
Structural Sections to be used:
8.00 FT 38.16 PSF 3.82 PSF 25 #
0.67 FT 19.08 PSF 175 #
Total Wind Force = 389 # 200 #
MCF q
ENs `92JAN112011
610 ;=
TE OF LUS
GNAL %%
Zone Option Pipe Dim. Wall t. Weight Sxx d/t Sxx Req'd
Anodized Aluminum 18000 psi min.
Sleeve Aluminum Pipe into Footing as Shown.
Structure Required
Stub
Req'd _ Size Length
1) 25' OAH Flagpole w/ (1) 32 Square Foot Flag In Ground 5.00 FT
o
C
VA WFARLAND ENGINEERM
5555 Fellowship Ln • Spring, TX 77379
L-9- (281) 813-7439
Date: 1/11/11 City, State: Sanford, FL SHEET: 2 OF 2
Client: US Signs Overall Height: 25'-0" Sean M. McFarland, PE
Sign: McDonalds Wind Speed 120 mph
Foundation: (Non -Constrained)
Pier Footing Design: Select the footing and soil type:
d = A / 2 * (1 +(1 + (4.36 * h) / A)^1/2)) Footing: Round
where A = (2.34 * P) / (S1 * b) Vert. Soil Bearing (psf): 1500
Lat. Soil Bearing (psf): 150 v
Mmax = 18,298 #-FT
Pmax (Lateral) = 389 #
LSBP = 150 PCF
S1 = 540 PCF
b = 3.000 FT (Average Dia.)
A = 0.56 FT^2
h = 47.000 FT
d = 5.656 FT
USE: 3.00 FT. RND. X 5.75 FT DEEP FOOTING (TAPERED PIER)
Embed Flag Pole 5'-0" As Shown
Soil Bearing Check:
DLmax = 775 LBS
Area of Footing = 9.62 FT -2
Actural SBP = 81 PSF
Allowable SBP = 950 PSF (Includes code allowed 20% increase for every foot
of footing below 12" into natural grade.)
81 PSF < 950 PSF THEREFORE OK
Baseplate Design - 6" Dia. -.25" Wall
D = 8.63 IN
e = 0.69 IN
b eff = 3.27 IN
e eff = 2.76 IN
Baseplate t = 1.00 IN
P Bolt = M * 12 (in/ft)
T6061 Alum. Fy= 18ksi
A307 A.B.'s Ft=20 ksi
of Bolts = 4 Dia. Bolt
Column Mom = 18,298 #-FT
2 bolts (D + e + t)
t req'd = [(6*P*e eff* 1 bolts)/(.75*Fy(b eff + 2*t)))11/2
Weld = M * 12 (in/ft)
Fw (3.1415 * D^2/4)
0.875
10,646 # < 12,000 #
1.574 IN > 1 1.00 IN
USE: (4) 1/2" Gussets - 3" High
11.46 16th's < FULL PEN
USE: (4) 7/8" Dia. Bolts w/ 1" Baseplate. Weld to Collar to Plate with FULL PENETRATION Welds
4) 1/2" Gussets - 1/2" Tall. Weld Support to Collar with 1/4" Fillet Welds.
FLAG iFLAG
NOT ENGINEERED)
I
I GROUT
2'-6'
T-0"
2500 PSI CONCRETE (MIN.)
TYPICAL OF ONE PIER
14"
1" Dia. Hole
1 o" C.C. for 718' Dia. Bolt
114" ;
v FULL PENETft4T16N
1"Alum. Plate
or Precast Alum. Plate 8 Collar
3" High
BASE PLATE DETAIL3w'=1'-0•
1/2"Gussets
A307 Anchor Bolts
T6061 Alum. Plate
CITY OF SANFORD - BUILDING PLAIN REVIEW
VELOPMENT SEF,"1vESPLANNINGAlf
aPP 17v D —
DATE `-
F
JAN 1 1 2011
McFarland.
5555 Fellowship Lane
Spring, TX 77379
STRUCTURAL SIGN DESIGN'
ENGINEERING SERVICES
Ph: (281) 813-7439
Fax: (888) 712-5364
Email: sean,,<<Isignstructures.cour
Web: wiv%v.signstructures.com
Job'
McDONALDS
Light Standard
Client: US SIGNS
Job .#: 20233 B
City/State: SANFORD, FL
Address: 3785 ORLANDO DR.
Pay careful attention to all text
boxes with light grey shaded
backgrounds. These text boxes
contain important engineering
information.
Revisions:
Rev:20145) Chq'd windload
Florida License Number. 61049
Florida License Expires: Feb. 28, 2011
The elecbonic seal appearing on Ihis document was
aulhcrzed by Sean M. McFarland, PE on January 11, 2011.
jlrrlrunrrrrrrrr
McFgR'-''--
ENSF • 2-
61049 _
e {.r_