HomeMy WebLinkAbout1160 Rinehart Rd (4)CITY OF SANFORD PERMIT APPLICATION
RECEIVED
Permit # Date: 7-ZZ d QR A 2006
Job Address: 1160 Q- n e ka wi QrD
Description of Work: SPAS d t'EC G d
200 0
Historic District: Zoning: Value of Work: 5 ---
Permit Type: Building _Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets ng esidential or Commercial
Occupancy Type. Residential Commercial ---'industrial otal Square Foo e•
Construction Type: # of Stories: # of Dwelling Units: (FENIA form required for other than X)
Parcel #: Attach Proof of Ownership & Legal Descriplimi)
Owners Name & Address: 10
v/t oc z SvI ! Phone: 60d S3 ay lP7 y -Ax Oj IF)
Contractor Name & Address: 57't 1/IN (-y r7
LlorrJ/ NS 9/ 'QNG37 ? • psr y/t-yi J a9
State License Number: —
Phone & Fax: 4Vt-3da jf5YV W/ 3dd -aVontact Person: tIA9# 194 491T Phone:
Bonding Company: - - - --
Address:
Mortgage Leader:
Address:
Architect/Engineer: Phone:
Address: Fax: _
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commr:nccd prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that n separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing infomtation is accurate and that all work Mill bq'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. 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 county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
e of it is verification that I will notify the or `'er of the property of the 'Florida Lien Law, FS 713.
AiAx/o 6 C7 eZ/a`8 4
gnature Owne Date Si ature of Con t ge Date
S
ric
g Print Owne is a
t
Print Contract ent's a
Za"-V
Signature of Notary -State of Florida Date Signature of , lotary-State of Florida Date
aa0lpa. Owner/Agent is — Person lly Known to Me or Contractor, Agent is — Personally Known to Me or
Produced ID FL,[ riptf /I U L ---Produced ID CL Cfe/mot.-J GA" i lot
1 TION APPROVED BY: Bldg: Zoning: Utilities: FD:
Initial & ate) mo-w (Initial & E te) (Initial & Date) (Initial & Date)
Special Conditions: Ala -Zoaari
PAT sore 555 Ep.smin flood
JulyZ5. 7005 D.f. N.TS.
SIGN GROUP
TO (416) 759 - fill A. DiMarco S.I.s fl.p 05 W47 Dvipn No.
F.. (476) 759-4965
Taf/Fn 1-600-368-6576
w p.ffisonsipn.com RF Designs R4 December 1. 7005 FI—Won Nor.
A DM.I.n oI Jim p.ni,on Ind- . W.
All dpnu nu•w!. N. P.r1./M4 d•..rinp m.Y M •wropucW is .np r>rrr w:Mour r•In.n p.rm aion horn hM.on atpn Group.
DI = 2IM/
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OFFI
PERMIT# G-1$"
SITE PLAN
LOCATION
TO BE DETERMINED
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nsyn6rw.wi.n.r.ccp.n.Mb lry. DAVID MAUS TOYOTA
Dar. '.
Voltage: p,zD on O
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2925 North Highway 17-92
P.O. Box 52
Longwood, FL
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PLANS REVIEWED
CITY OF SANFORD
04D Custom Monument
D/F ILLUMINATED MONUMENT
0 SL60
ILLUMINATED STACKED LOGO & LETTERS
Toy-3 (LOGO)
NON -ILLUMINATED TOYOTA LOGO
0 TB34
2) TWO SETS OF ILLUMINATED TOYOTA BRAND SIGNS
Si18 - SERVICE
EXTERIOR ILLUMINATED CHANNEL LETTERS
Si18 - EXPRESS LUBE
EXTERIOR ILLUMINATED CHANNEL LETTERS
0 SBL15
ILLUMINATED SCION LETTERS
0 PDNN-18
NON -ILLUMINATED DEALER NAME LETTERS
0 ELEVATIONS
SEE SEPERATE DRAWING
0 D34-4 CUSTOM
D/F ILLUMINATED DIRECTIONAL
1561sc
D/F ILLUMINATED PYLON
034-4 CUSTOM
D/F ILLUMINATED DIRECTIONAL
LOCATION TO BE DETERMINED
I® SITE PLAN
9
r
3'-1"
n
i .
i•
A A
1
f DIA DIA 1
FRONT ELEVATION
NOTES:
SIGN CABINET AND CLADDING
DESIGN BY OTHERS.
ELECTRICAL DESIGN
BY OTHERS.
5) #3 BARS ON
1 /2" DIA. X 24" LONGA10" PATTERN
ANCHOR BOLTS
WITH (4) #3 STIRRUPS (
4 REQUIRED)
ON 9" CENTERS
v e
e •
e e
a '
3"
ee e
d' a •'
de
crz •
a..
e
e.
e
e
d • s
e '
d
a
3" HOOK (TYP.
SECTION A —A EACH STIRRUP)
1"X1"X1/8"
THK. STEEL TUBE
3"X3"X1/8
THK. STEEL TUI
1 /8" THK. ALUI
CLADDING
SEE DETAIL A
1/8" THK. ALUI
BASE COVER
5) #3 BARS ON
A 10"-PAT-TERN
WITH (4) #3 STIRRUPS
ON 9" CENTERS
0.21 CU. YDS. OF
CONCRETE REQUIRED
AVER
TURN
I 10 3/16" I-- t
DETAIL A
1
f DIA DIA
SIDE VIEW
3"X3•'X1/8"
THK. STEEL TUBE
I 1/2" DIA. X 24" LONG
ANCHOR BOLTS
B 4 REQUIRED)
8" X 8" X 3/8"
THK. BASE PLATE
I '
HIGH STRENGTH,
NON —SHRINK GROUT
TOP OF FOUNDATION
GRADE
PROJECT M 05-0730 OWNER, DAVID MAUS TOYOTA
Decenber 22, 2005 1160 RINEHART RD
DRAWING M B101431 SANFORD, FL 32771
WIND LOAD 22,800 PSF NOTES: WIND SPEED 110,000 MPH CLIENT, THE INSITE GROUP
N COLUMNS 1,000 FBC 2004 7675 OAK RIDGE HIGHWAY
ENGINEER INK KNOXVILLE, TN 1. Design is based On 110 mph 3 second
SHAPE CENTROID TOTAL gust design wind speed per FBC 2004.
FACTOR HEIGHT AREA FORCE MOMENT Exposure C. ITEM--
SIGN
HEIGHT-
1,750
WIDTH
3.330 1.000 0.875 5.828 0. 133 D. 116 2. Foundation is based on a safe
SIGN 0,250 3.330 1.000 0. 125 0.833 0. 152 0. 152 lateral soil bearing pressure minimumSIGN
BASE
1.583
0.417
3.000
3.330
1.000
1.000
0.792
0.208
4.749
1.388
0.260
0.292
0.478
0.593 of 300 depth, persf foot of de . SOII reportPP
OAH 4.000 was not furnished. Allowable bearing
COLUMN STRESSES CODES P=PIPEj D=OTHERI T=TUBE) pressure should be verified prior to
N placement of concrete. Do not placeSXXCOLUMNCOLUMNIXXSXXACTUALALLOWABLEfoundationinfill. ITEM- MOMENT REO_ DEPTH WALLCOLUMN COLUMN STRESS- STRESS 3. Concrete shall be mixed to attain a
SIGN
SIGN
0. 116
0. 152
0.034
0,045
1.000
3.000
0.125
0,125
0. 1
1.9
0. 19
1.26
7,283
1.441
30.360
30.360
minimum compressive strength of 3000
SIGN 0.08 0. 142 31000 0. 125 119 1.26 4.536 30,360 psi in 28 days.
BASE 0.593 0. 176 3.000 0. 125 1.9 1.26 5,628 30.360 4. Support member shall be free from
BOLT CALCULATIONS defects and shall meet ASTM A500
rtMMRMMlMIRMIMIDlMIM7. grade B with a minimum yield strength
ITEM MOMENT SPACING BPLATE TENBOLT/ DIIAMT STRESS
ALLOWABLE of 46000 psi for tube. Plate and angle
shall meet ASTM A36. BASE PL. 0.593 6.000 4.000 0.593 0.500 19. 160 3.750
5. Structural bolts shall be A325 zinc coated
PLATE CALCULATIONS unless otherwise noted. IM IM IM IMIM MI MI MfMtIIM(RMfwwMt*
6. Anchor bolts shall be cut from A36roundITEMTENSION/
BOLT
MOMENT MOMENT PLATE PLATE PLATE MINIMUM stock. Exposed surfaces shall be
BASE PL. 0. 593
ARM
1.500
PLATE
1.779
WIDTH
8.000
DEPTH
8.000
THICK.
0.375
THICK.
0.222 galvanized or coated to prevent Corrosion.
ANCHOR BOLT PROJECTION ANCHOR EMBEDMENT ANCHOR BOLT MIN. LENGTH
7. All voids between column base plate
2.875 2.359 6.000 and foundation surface shall be
CAISSON
USE 24• BOLTS completely filled with high strength,
MOMENT 0.593 FT -KIP non -shrink ggrout.
FORCE 0.292 KIP 8. Welds shall be made with E70xx
ASSUMENCESOILBCLASS6#4
L TALE
SWBSP, SM, SC,4GMLGC electrodes by persons qualified in
LATERAL BEARING PRESSURE PSF/FT OF DEPTH 150.0 accordance with AWS standards within
SI
DEPTH
350.0
3.250 the past two years.
DIAMETER 1.500 9. Steel reinforcing bars shall conform to2. 032
1.400 ASTM 615 grade 60 with deformations inCALCULATEDDEPTH
MINIMUM THICKNESS WITHOUT REINFORCEMENT
2. 596
10.052 accordance with ASTM A-305. Weldingof
reinforcing bars is prohibited. ACTUAL DIAMETER 18.000 10. This installation was designed to be
CONCRETE 0.213 installed at the address shown below andEXCAVATION0.213 should not be used at other locations
unless deemed suitable by a competent
Professional Engineer.
I r 1/2-
1/2" DIA. HEAVY
HEX NUTS
WASHER FOR 1/2"
DIA. ANCHOR BOLT
1/2" DIA. A36
ANCHOR BOLT
1/2" DIA. HEAVY
HEX NUT
ANCHOR BOLT DETAIL
0
Ck:00 iD
0
SECTION B-B
PARTICULAR CARE SHALL BE
TAKEN TO PROVIDE SUFFICIENT
PREHEAT OF THE THICKER
ELEMENT FOR THE SOUNDNESS
OF THE WELD. OTHERWISE, USE
3/16" MIN. WELD.
3/8" THK. STEEL
PLATE
3" X 3" X 1 /8"
THK. STEEL TUBE
5/8" DIA. HOLES
FOR 1/2" DIA.
ANCHOR BOLTS