HomeMy WebLinkAbout1920 French Ave 17952 Sign Little ChampFLAT OF SURVEY FOR LIL' CHAMP FOOD STORES, INC.
SANFORD, FLORIDA
DESCRIPTION
EL is THAT PART OF THE SOUTHEAST 4 OF THE NORTHWEST Z OF SECTION 36, TOWNSHI
OUTH, RANGE 30 EAST, BEGINNING 3O FEET NORTH AND 33 FEET WEST OF THE SOUTHEA3
NER OF THE NORTHWEST i OF SAID SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EA5T;-
NCE RUN NORTH 136 FEET; THENCE RUN WEST 79 FEET; THENCE RUN SOUTH I36,FEET:
NCE RUN EAST 79 FEET TO THE POINT OF BEGINNING, LESS RIrHT OF WAY FOR ROAD OR
EET:
CEL 2: THE SOUTH OF THE SOUTHEAST a OF THE SOUTHEAST � OF THE NORTHWEST
SECTION 36, TOWNSHIP 19 SOUTH, RANGE 30 EAST, LESS WEST 450.6 FEET AND EAST
FEET, AND LESS RIGHT OF WAY FOR STREET AND ROAD:
CEL 3: LOTS 39 AND 48 (LESS THE WEST 100.09 FEET OF LOT 39) FIRST ADDITION
PI NEHURST, ACCORDI NG -TO PLAT THEREOF AS RECORDED I N PL AT f OOK 5, PAGE 79,
LIC RECORDS OF SEMINOLE COUNTY, FLORIDA:
JECT TO PUBLIC UTILITIES EASEMENT OVER THE REAR 7 FEET OF LOTS 39 AND 48, FIRS
ITION TO PINEHURST AS RESERVED BY PLAT POOK 5, PAGE 79.
SURVEYOR'S CERTIFICATE
IS 13 TO
CERTIFY THAT THE
UNDERSIGNED, BEING A REGISTEREO
LAND
SURVEYOR, HA5
MPLETED
THE SURVEY OF THE
A90VE DESCRIBED PROPERTY AND TO
THE
BEST OF MY
OWLEDGE
THE PLAT HEREON DELINEATED IS A TRUE AND CORRECT
REPRESENTATION
OF THE
ME.
18
DEcEMBER 78
DOUDNEY SURVEYORS, INC.
PY A.-C. DOUDNEY, PRESIDENT, R.L.S.
N0..873
��'Y
Q
Pr''i V . �• r�.i r--'' �
4
• Ci
Ewa: /ar -•
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1
t6
3
m
Oft ■
A. B. •Lc V A .CALCU L 71 CJ1�
I. THE WINO' HITTING THE FACES AT q0° Will. GENERATE MOMENTS AT ?ACE ABOVT X - X I. MOM EWT AT B*E 1122 x 3,23,1 362 , 392"#
ACANTILEVERCCORDING TCANTILEVER BEAM Fx ORMULA M = W L W � ,28�� x, 276.8 � 78, 863
THE ADDI NCB OF MOMENTS OF ALL COMPONE.N<•S . \ I� \. GWE t .28 x 256,1 = 7.3, 635 "
A TOTAL M 0 M E N`i" A`T' BASE IN 1 tLc l- + 54 7* X 1,20 = 66, 64 2
• + q 00. -4 X 18 0 162, OOo " #
2. DIVIDING BY a WIL k.: GIVE. T�kE MOMIEN-'C OF' EACH POLE AR>OUT Y- X AXIS IN INCH LF35) �
• 3139; 742232 t,
3. THE WIND 417TI NG T4E FACE AT 450 WILL GENERA7E MOMENTS AT E3NSE. ABOUT
Y-Y OF * 107 OF x -X MOMENT.
'3.23, J
z58.1 .
4. DIVIDING APPROF'R1ATE MOME.gTS` BY ALOWABL.E STRESS OF STEEL. IN GIENET�A'L
DATA SECTION WILL. GIVE. REC�UIRED SEC.7T CN MODULUS IN IN 3,lea
276.8
5. CHECK TUBE BY COMRAF,R\ �G SECTION MODULUS OF TUBS. TO THE REaUIRED SECTION
F 4
2• 742 433 - 2- 3.71 216 5 PE R PO LE. x - x
MODULUS
3. 371 416.5 x • `701 -- z,(� ��a "� PAR ?r�>_E Y -Y
G. 74F- ACTUAL. STRESS ON 7HE WELD OF "T'HE TUBE TO THE BASE PLATE 15 TO ��
C4ECKED. THE FORCE 15 EaUAL TO• THE OVERTURN MOMENT DIVIDED BY T>kE _ � �. PSI � � 3
4. X X 371,216 .� 2GIGGG S 13, 7 . IN.
DI STANCE BETWEEN 'THE CENT R01DS OF 'EACH /2.. WELD. Y--Y 2�02, o # -� Z6,4 PS1 _ 9, 84 IN3
�..---- d --�
"
F = MOMENT -: 2(Y)
.�. J. X" x��aX X ., TU.E�E = l4 , � IN,'' > 13. 92 N 3
b Y Y .� 2 b2 S hz Y Y y x TV B
x 8 E.84 ► N,
ii I i � 2bd 2hCb t
F - 371,E (2. f )4�5 �2,
216, S s. 2 4. _ 2, 4 . .. ' S% •
C z
F 51, 664
7. CHECK THE WELD IBY COMPARING ACTUAL. WELD TD REQUIRE) \NELD. BE SURE TO
-7. HAVE, 28 924 oo*/IN. =6 72 00
NOTE THAT TUBE. IS WELDED 2. PLACES TO PLATE.
•
THE CT L TR S N U A ION T I S TO BE CALCUL.A�'E ACCORDING 0 8. F � . 371 216,, � C 2x I.'JZ) -�(2 x ij�x 1z
8. E A UA S E S® EACH. FO ND T �dL D .{
Tl4'E F OL.L.OW I NG FORMULA. F = , 8838 . y
�► .. MOMENT 'OF PO14"E '
9. CHECK ANCHOR BOLT BY'COMP
ACTUAL STRESS C IN TENSION)# To ALLOWAISL E- j
STRESS ON IBOLT.
m
I. ALLOWAQLE ,2.G GAG
> 23 568- PS1
10. THE ACTUAL STRESS ON THE PLATE
SIN BENZ) 1NG> IS CALCULATED ACCORDING TO
THE FOLLOWING FORMULA.
CONCLUSION
MOMENT 2. x (F ?,1,0LT) x ( INCHES -70 tUR>E)
„
/4 X lox 8 TUBE 'WITH
3 �, ,,
4A5E PLATE /4 x I2. x 14 AND
PLATE WILL
BEND HERE
PLATS SECT. MQ t�ULV S = - -- d = b x d2
b
r'"NCHOR `aOL75 FOR'"THE
HE FAMILY O F SIGNS IN \\- .
-
-
ACT UAL STRESS (PS I> _ MOMENT01
W IT H STAND 30. PSl WIND L Ok D .
SEC.itON MODULUS QW-L)
11. COMPARE ACTUAL BENDING STRESS TO ALLOWAaLE
STRESS ON 74E STEEL. PLA7E ,
g2F..NERNLDATA
AREAS: 6 x 6 =
374
so, FT. DESIGN STRESSES
PROPE R7IE5 OF C OMPONENi5
18''xro=
9.5
SGL.FT.
57EEL.-AS7M A7 -
TOBE %4 '° X Co'' x.8,� SECTION X..X 14.59 �3
18,x 6,
SOS. FT.
SHEAR 1?,OOO PSI 4 1/ VERST �E = 1?,333 BSI
3 0 F� SS
_ Y-Y 12.54 ►N3
3 x 6
t8w2
SQ, FT.
TENSION 20 000 PSl ALLOWED 2C� (�(�(o �'S►
, _
Yj ' WELD - 24 0 C� / LI NEAR I NCN
L w
2 PO ES
30, 0
5Q. FT. ,�
,FOR
BENDING 20000 P51 5EISM- C LOADING - 2_6,C°(o(� PSI
(BASED. ON = Y4 4.701 k I''u,, X 131GOO Psk
DE51 GN WIND
LOAD =- 30 RSF (A\ppkc)x, IOO mptP
5TE. L. WELD
D
WIND LOADS-. ro % 6� - 37.4 X 3(� �=� 1122 � jHEprR - 13,Co00 PSI
18 x 6 = 9.5 X 30 - 285
_.70"7 x •i4 SHELL
SHELL OIL COMPANY
ro" 9.5 x �30-*' 285 _ ANC"OR BOLTS C-iS6000 yEILD) ��ii/ HOUSTON, TEXAS
3'x6 0 18.2 x 30 547 SHEAR 14,500 PS1
2 POLES-- 30.0 x 30- 900'v TENSION I(o'occ ps1 STRESS CALCULATIONS
_
IN O PF=R INgeH OF PERIMETER % ": ANCHOR OLT - ,.62 J 30" POLES
E;'x � = 112 2 # z �3. 5(BA5ED ON- ARE A� IX . 6013. )000, 6 " FAMILY OF SIGNS
SHEET.2 OF 3
3"x Co' - 6 47 2)7. 9 - 2.51 SCALE HKOJAPY1
OAT[ 1 222 - %6 APPAOVE0
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OMPLE-TE P5A.SE. .1
Et_EVA-r�GN
0AC K- FI'L.—` TO
BE O F M A-T E P', A.'- _ l
T * 0 F r I _ MARK DATE REVISION By AP'Y'D
- - -- - -- ----- - 41HELL
SHELL. O1L, (.;UMPAN )
— — TT-J-.\�l�// HOUS TON, 'TEXAS
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