HomeMy WebLinkAbout1001 San Jacinto CirCITY OF SANFORD PERMif APPLICATION
Patrdt fi : i7('0 - 3 00 '�' + Dnew June 30, 2006 R>'.,E.
Job Address: 1001 San Jacinto Circle
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Daedpllae or Worts: i nSto 1 1 f 1 agpol P_ Totd S"m Feots J]/a 9 200
SHNtodc Dim Zordag vdna of wor w s 47 0 0
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Elccrrld: New Service — # Of AMPS A4fti0WAltorativ0_ CWp of Service Teeapoaaty Pok
bledmmiod: Residential Non -Residential RepluaMaat New (ilbet IiyotiZ & Encrtgy Cato. Regnited)
Phubbt®I New Cbaasacid # Of Firdarea # of Wdmw alt Sewer Linea # of On Lues
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fey Type: Residential Com metvidd 1sdaetrW
C=m cdon Type: # of swrks: # of Dweffi g Uallb: Flood zomr. (FEMA treat rsVaired )
Owners Nwe! Address:
Orlando, Florida 32822 _ >rbme: 407-850-5200__
cwnrwwNam &Address: Hunter—Nelsonr Inc. 1913 E. Colonial Drive
Orlando, Florida 32803 yzftLjmwmmbw:CGC-054415
rbmelFars: 04 7-898—, 687 Fx:407-894-7406oawpa ; jpff Hunter Rose: 407-89R-1697
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Ardsitea /Rughmw: Ri_rhaj:dson Enai n�q Pbooc 407-425-4002
Addrem:. 131 _Zelma Orlando, Florida 32803 Yrm 407-841-7932
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sraanoe u(a pemit sad 4wt a0 wo& wid be petfomrad to meet Duds od'aU brats regulating aatshectim m moa jmsdimoa J undorfaad d m a sesraas
permit wmt be nowW fw F1.6C!lRICe WORK, FLUMKM, 6IGN3. WELLS, POOLS. FURNAC ES, BOJIMM MATiM$, TADS, and
ARt CONDMONERS, do.
I ea * tbst di of me fa pkg idorrsation is aocroste and and all wale wit bs done io annplbaos wim sD'applioable bas regulating
-' —d o and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE of MWAXMMMT MAY 13SULT IN YOUR PAYING
'[avtc>i FOR DeROVENINM To YOM PROMTY. JF YOU ttrri M TO OBTAIN FWANcim CDNSULT WITH YOUR LWWER OR AN
ATI'ORN" BIWORERECORDM YOUR NOTICE CW CONAIENCOAM.
mss$: In addition to me mgdranaalr offt pandt, *am maybe addhional rwModow appEasble: web prop ft mai may % tbmd in tie public reoad. of
mos oowft and bete many be addWaW pwm* rag*W Ilom oast govemmmul mW , rad err water maasgeeseat dntrirJb, sLba anergia, a federal aasaoiaa
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9igrutmv of Netary � �r
JACQUELYN L. MACARTHUR
h BRANDY SUE MUR dMY COMMISSION # DD261793
Ownod �r MY COMMISSION # DD 103352Cam a'da. EXPIRES: January 06, 2008
sm
F+ BondetlThruNolanpubrcUnderwrrarr _Pmd=WID
State of Florida, County of Or e
AFFROVAL3: ZONING: �N 7.21 '�+ y UiJL: Fes: ENG: BLDG-
Spsdal Coad;tioar:
Rev 0W2Nd
Sv i='E
ao.. Lk S r �
10" - 14 gauge spun aluminum ball
gold anodized
Double sheave truck, cast aluminum
revolving, non -fouling type
1 Bronze swivel snap with covers
per halyard
1 Set of halyards: #10 poly
DESIGN WIND LOADS IN CONFORMANCE
WITH NAAMM FP -1001 AS REFERENCED
BY FLORIDA BUILDING CODE AND ASCE7-02
V= 110 mpm
1 = 1.0
EXPOSURE: C
Cd = .6-C
P= 5.1 ps$
1 - 9" Cast aluminum cleats
with 5' halyard cover
and locking cleat box
Aluminum flash collar
3000 PSI concrete
Hardwood wedges
(supplied by others
Dry sand tightly tamped
after aligning pole
Foundation sleeve -16 ga
hot dip galvanized steel
Steel centering wedges
1/4" Steel base plate
1/4" Steel support plate
welded to grounding sp
20"
A
9.
tV
M
0
ro
EF
Truck Detail
a�
Revolving, non -fouling truck
Cast aluminum body
Stainless steel ball bearings
Nylon sheaves
Cast aluminum spindle
All shafts with overall
length of more than
38'-6" are shipped in
two sections.
fD
>
ENGHA
IN
I
131 I11MA ITA i
•
CAUNDO FIDA110A
!0T !25 -'1002
IICa 00012310 I
1
v
assembly.
c
0
I
1-1/2" maximum shop
6"
t gap allowed for field fitting
(ram for tight joint)
12"
A
9.
tV
M
0
ro
EF
Truck Detail
a�
Revolving, non -fouling truck
Cast aluminum body
Stainless steel ball bearings
Nylon sheaves
Cast aluminum spindle
All shafts with overall
length of more than
38'-6" are shipped in
two sections.
fD
q
M Each section matched marked
in
for field assembly. Exposed
o
V) portion of jam sleeve must
be well lubricated prior to
v
assembly.
c
0
I
1-1/2" maximum shop
6"
t gap allowed for field fitting
(ram for tight joint)
12"
Filename: EC50 double
COMPANY
Contractor I Top diameter. 4' Wall thickness: .188" 10ak Creek, W1 53154
custor s s o c. Bldg. Specia1 fee: 100 grit polish Satin Job:
truck.ai
�+ Flag Pole Calculations per NAAMM Standard FP-1-86
Customer name: D.R. HORTON
Date: 04/18/06
Note: EC50 W/10X15 FLAG
Time: 5:46 pm
*******************************************************************************
This pole passes for wind speeds up to 134 MPH ie, gusts UP TO 134 MPH.
Pole type.
Pole material... " " " " Tapered
Mount height above grade (ft.) " " " Aluminum
Height from mount to top (ft.) " ' " " " " "'0
Diameter at mount (in.)...... " " " 50
Wall thickness at mount (in.) " " ' 10.000
Length of tapered section (ft.) " ..'•••••0.188
Wall thickness in taper (in.) ......•••••••.37.166
1 .0.188
Diameter - pole top (in.) .......... ...... "'
..................4.000
Flag material.......... .Cotton
Flag length (ft.).... " " or nylon
Flag height (ft.).................................15.000
Flag height above grade (ft.)..,_ _._ " " " 10.000
• 50.000
Material Density.
Modulus of Elasticity. .... 0.100
Stress
Allowable Bending" " " 10,000,000
.... .
Allowable Shear Stress.. 25,000
Allowable Yield Stress. " " " 11,900
Allowable Axial Stress. " " " " ' 25,000
...........252.731
Seg Zone psf A(seg) Cd Wp(lbs) L(ft) M(ft-lbs) STRESS
• CALC'D ALLOW
1 0-15 37 10.69 0.45 177.p...6.4......1136
2 0-15 37 1.77 0.45 29.3 13.9 Axial 51 253
3 15-30 46 10.55 0.45 218.2 22.5 408
4 30-50 51 9.36 0.46 218.1 40.0 4910 Bending 23691 25000
•••.••• 8723
.... 9.364910 Bending 23691 25000
10.46 218.1 40.0 87231
00 KQT ......... 642.6 .... 15177 Shear 317 11900
-RICHA.RDSON
ENGJiY.E'I,l7NG C(amp)=
} 131 MWA 1TREET. —
oA o0 E AlIDA4216, '; =. 0.955
T / .•'1002 ' - r
310 !1 2E23;<
= Height of Flag Centroid( ft)
• , .
Wind Load Due to Flag ........ 45.00o
Bending Moment Due to Fla " " ""'••274.894
Wind Load Due to Pole ....g...• •_..........'••12,370.229
Bending Moment Due to Pole. .........' • • • • •642.621
' Total Axial Load.... .' •15,17.919
Pole Base Area.. ' " . " " " " "
....... 295.555
Moment of Inertia at Pole ..........'••••••5.795
Base. .69.767
Calculated Axial Stress. .............
Calculated Bending Stress......... .."'•••••51.000
Calculated Shear Stress. '......."••2.. 690.713
Coefficient of Amplification...... .."'•'•••316.649
.................0.954
Combined Stress Ratio (MUST be < 1,0)........
.............. 0.996
HUNTERN E LSO N, INC. 1813 E. COLONIAL DRIVE
� ORLANDO, FL 32803
GENERAL CONTRACTOR - LICENSE CGC 054415 (407) 898-1687
FAX (407) 894-7405
July 5, 2006
City of Sanford
300 N. Park Avenue
Sanford, Florida 32771
RE: Building Permit
To Whom It May Concern:
Kathleen Singer has my permission to pull the building permit for
the project known as Flagship Park, 1001 San Jacinto Circle, for
Hunter -Nelson, Inc. My license number is CGC-054415.
Yours truly,
effrey D. Hunter
President
State of Florida
County of Orange
Sworn to and subscribed before me by Jeffrey D. Hunter, who is
personally known to me and who did not take an oath, this 5th day
of July, 2006.
Signature of Notary:
Printed Name of Notar It,�. L.ln6cf7/L-
My commission expires ' - In -(q
,e-%_ JACQUELYN L. MACARTHUR
MY COMMISSION 4 DD261793
eta„ EXPIRES: January 06, 2008
MICOMMERCIAL -RESIDENTIAL