PLANNING & ENGINEERING.
{LOa ANGELES, CA. 99042
TPHoNe: (92) 236-0157
PAK: (29) 2604046
INTERNAL CAM, CLEAT
ALUMINUM FLASH COLLAR
W/CONG WATER PROOFING
AND CAULKING.
s
2 BRONZE 5)
SWIVEL SNAPS x
i) SET OF a
) HALYARDS: eI
gl
& g
& |
raped cha
DET. al =
d
EXPOSED
JESS ESPARZA & ASSOCIATES
ALUM BALL
DET,
oa
HARDWOOD WEDGES:
FOUNDATION SLEEVE 16GA.
DRY SAND TIGHTLY TAMPED
AFTER ALIGNING POLE
2500 PSI ‘CONCRETE
STEEL CENTERING WEDGE:
ALL,
MORE
STRAIGHT HT PORTION =~ /9 Y”
EACH
3/16 STEEL BASE PLATE-
WELDED TO GROUND SPIKE
3/16 STEEL SUPPORT PLATE
FROIDIA. CONC, FTG.
6H S VERT. BARS
#4 CIRC, THES @ 6” OC,
MARCI
ASSE!
rose Sa
1-1/28 (Max, SHOE GAP
ALLOWED FOR Fi
FICONG CHAN
JDINTD 8
PX 5
WF
REVOLVING, NON-FOULING
TRUCK CAST ALUMINUM
BODY, STAINLESS STEEL
BALL BEARINGS -AND
NYLON SHEAVES,
DET. "A"
SHAFTS, WITH AN
OVERALL LENGTH OF
THAN 38'~6" ARE
SHIPPED IN TWO
SECTIONS.
SECTION MATCH
KED FOR FIELD
MBLY |EXPOS!
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SHYOERERSSTAR
bias Lb :OT boDe-be-OnPage 1 of 3
Joss Eeparza,£ Associates
6107 YORKBLVD
LOS ANGELES, CA 90042
323/256-6157 FILE: _FLAG2000 -
FLAGPOLE ALUM POLF-189 GRIT POLISH BOALUMFLAGPOLE
JOB faeces Ric FL) Penzance =
WNER: _4¢).S: ols <} Lo A
SORT RAE ERS CAL EAOPOLE CO” HEFT VORKCELYS LACH OUCH TTB
oh Os—~ oiaaaut= 6
14 GA SPUN ALUM
tind, B/C] *oneunay
13.75 8 70 MPH
= 1 i
30.00 H1= TAPERED HT.
1 1s 0.188 WALL
I ALUM.6063-T6
4+ H2= NON TAPERED HT.
0.188 WALL.
ALUM 6083-16,
TOP DIA= 35 INCHES:
BUTT DIA=6 INCHES
5.00 =CONC.FT'G
FTGDIAZ 2 FEET.
USE2500 PSI Conc,
REBAR CAGE : 6#5 VERT SARS
2 #4 CIRC TIES @ 6" 0.6.
‘ASTM A26-40 FOR REBAR i
1 REVOLVING,NON-FOULING TRUCK,CAST ALUM BODY,STAINLESS STEEL BAL Received
BEARINGS AND NYLON SHEAVES. MAY 29 2007
4-BRONZE SWIVEL SNAPS ANO SET OF HALYARDS
9" CAST ALUM CLEAT
ALUMINUM FLASH COLLAR WICONC WATER PROOFING AND CAULKING
FOUNDATION 16 GA. SLEEVE W/HARDWOOD WEDGES
BLACK ASPHALTUM PAINT INSIDE AND OUTSIDE SURFACES OF
POLE BELOW GRADE. ; .
DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE RECEIVED
3/16 BASE AND SUPPORT PLATE WELDED TO GROUND SPIKE
ALL SHAFTS WITH AN OVER ALL LENGTH OF MORE THAN 38-6" ARE MAY 2.5 2007
SHIPPED IN TWO SECTIONS.
EACH SECTION MATCH MARKED FOR FIELD ASSEMBLY.EXPOSED PORTION {fara
OF JAM SLEEVE MUST BE WELL LUBRICATED PRIOR TO ASSEMBLY. are Malcom
11/2" MAX SHOP GAP ALLOWED FOR FIELD FITTING.
Miyamoto Internationa:
aasiets
Cas]
RECEIVED
MAY 23 2007
SNYDER-LANGSTON
Wid S9909T6Eb6T:0L Lidely BEb:OT bORe-be-ENbSPage 2 of 3
‘TABLE NO. 16-G COMBINED HEIGHT, EXPOSURE AND
GUST FACTOR COEFFICIENT (Ce)
Htabove ground Ce for Exposure C
0-15 1 1.06
20 I 1.13
25 I 1.19
30 I 1.23 eos es
40 t 4.31 2F CALNE
60 i 4.43
80 i 1.53
100 i 1.61
BasicWindSpeed(MPH) 70 €0 $0 100 110 120 130
Press, (qs) in(PSF) 12.6 16.4 20.8 25.6 31.0 36.9433.
30 FT FLAGPOLE UBC 1999
WINDLOAC 7OMPH EXPOSURE C
P=Ce*Cq*qs"l
1.06 P= 18.70 (WIND PRESSURE)
4:23 P= 21.70 (WIND PRESSURE)
12,60 @7OMPH
4.40
4.00
410
FLAGARE, 40.00 SQFT 5 x 8
FLAGDRA 47.73 LBS ——_(.0014)(V"2)(FLAG AREAM/2)*Ch
Per NAAMM Specs
TAPERED POLEHT (H1)= 1375 AREA1= 5.44 SOFT
NON TAPERED POLE HT (H2) = 16.25 AREA 2: 8.13 SQFT
TOTAL POLE HT. (H) = 30.00 TOTAL. 13.57 SQFT
TOP BALL DIAMETER 6.00 INCH DIA.
TOP BALL AREA = 0.20 SQFT.
POLE TOP DIAMETER (OD, 3.50 INCH DIA
POLE BUTT DIAMETER (OD) 6.00 INCH DIA
POLE WALL THICKNESS 0.188 INCH
MOMENT@BASE
AREA x WIND P= FORCE x MON.ARM BASE MOM
TOPBALL: 0.20. 21.70 426 3025 128.87 RECEIVED
MAY 23 2007
SNYDER-LANGSTON
Vid SSs03TS6bST Ht
IWDSY WSP:OT bOde-be-ENWPage 3 of 3
4773 27.50 1312.44
FLAGDRAG=
POLES 5.44 24.70 118.09 23.13 2730.87
813 1870 «181.92 8.13 1234.39
SUM F= 222,00 # SUMM= 5406.97 FT-#
SUMM 5408.57
= 16.79 FT
USE ALUM 6063 - T6 ALLOY SUM F 322.00
Fos 1.17" 25°1.33/1.6 23.6 KSI
44
3.1416(d1 - d2)
gi 6 INCH DIA.
32°d1 4 dae 5.624 INCH DIA.
THIKNESS: 0.188 INCH.
4,8364699
13414 PSI < 25000 PSI allow. OK
THEREFORE USE BINCHDIAx 0.188 THK
FOOTING ASSUME CLASS 5 SOIL TABLE 18-I-A UBC 1997
TRY 2FTx 5 (FT EMBEDMENT)
siz 5 (3*100"2"1.333 = 444
34P/ S1b
-N2[(14(14(4.96h/A))*0.5]
2.340 x 322.0137
z 0.848
444,33 x 2.00
0.848
[( 4+ (144.36 x 1679) 1 0.848 )*0.5))
2
4.38 FT. (EMBEDMENT)
SAY
THEREFORE USE 2 FTDIAx 4.39 FT.
(FOOTING EMBEDMENT)
cONt
1500 PSI
REBAR: ASTM A615 GRADE 40
MIN, REINF= .0018 X FOOTING CROSS SECTIONAL AREA,
= 0.01 USE 6#5 VERT BARS &
& #3TIES @s" 0.C
RECEIVED
May 2 9 2007
SNYDER-LANGSTON
Utd S9909TECHET:OL Oey WOS:07 boeae-pe-Ene