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and Construction Services Inc. c RD
9025 S.W. Center Street Approved ............ :
P.O. Box 23784 Conditionally A PP described in
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Tigard, Oregon 97223 PERMIT ly N 3 .•••.•• .••• (
gee fetter to: Follow ......................
Attach ........................
Phone: (503) 620 -2086
Job Address:
Date:
By:
FOR:
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ADDRESS 17A WJ ' r�L k , &- ,
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PREPARED BY : E.N.K.
CHECKED BY : E.N. .
DATE : Dv PAGE I OF
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PROJECT
PREPARED BY DATE JOB NO.
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MAY - 14 -2001 15:14 ROSE CITY AWN iNG'CO.- 503 222 5060 P.02/02
* * ** FPA - INPUT VERIFICATION * ** DATE RUN- 05/14/01
* ** FLAGPOLE ANALYSIS PROGRAM * **
11.RUN DESC. -
12.RUN BY -
2 1.MATERIAL CODE - FIXED- AL (ALUMINUM SPECIFIED) (6063 -T6)
22.BENDING ALLOWABLE - 18000.
23.5HEAR ALLOWABLE - 8500.
24.YIELD STRENGTH(PSI) - 25000.
31.SHAPE CODE - FIXED- RT (ROUND - TAPERED)
32.MOUNTING CODE EM (EMBEDDED)
33,POLE LENGTH (FT) - 30.00
34.TAPER LENGTH (FT) - 17.25 ••
3 5.BOTTOM DIA /SQ(IN) - 5.00
36.TOP DIA /SQ (IN) - 3.00
37_WALL THICK. (IN) - 0.1560
41_HEIGHT - ABOVE GRADE TO BASE (FT) - 0.00
51.WIND VELOCITY (MPH) - 90.00
61. SPECIFY FLAG SIZE (Y or N)? Y
* * * * " EPA - PROGRAM OUTPUT * * * * ** ZZ06 REV- 02 -25 -98
** BASED ON ANSI /NAAMM FP1001 -97 ** DATE RUN - 05/14/01
RUN DESC. -
RUN BY _
WIND VELOCITY (MPH) = 90.00
AREA AT THE POLE BASE (IN -2) = 2.3740
WEIGHT OF THE POLE (LB) = 73.76
MOMENT OF INERTIA (IN -4) = 6.9702
SECTION MODULUS (IN -3) = 2.7881
POLE SHEAR FORCE (LB) = 222.
THE POLE MOMENT (FT -LB) = 3145.
- - -> MAX. OVERTURN MOMENT (FT -LB) = 5855.
COMBINED STRESS RATIO (CSR) - 0.5623
* MAX. FORCE AT POLE TOP (LB) = 82.42
** ONE COTTON /NYLON 6X10 FLAG - SPECIFIED
THE FLAG -S MOMENT (FT -LB) = 1664.
NOW - THE TOTAL MOMENT (FT -LB) = 4809.
TOTAL SHEAR FORCE (LB) = 28
NOW - COMBINED STRESS RATIO(CSR) = 0.858180
* ONE POLYESTER 6X10 FLAG - SPECIFIED
THE FLAG -S MOMENT (FT -LB) = 2330.
NOW - THE TOTAL MOMENT (FT -LB) = 5475.
TOTAL SHEAR FORCE (LB) = 308.
NOW - COMBINED STRESS RATIO(CSR) = 0.976760
THE MAXIMUM UNFLAGGED CONDITION (MPH)
THE 3 GUST WIND VELOCITY= 126.
Post -it" Fait Note 7671 Data ��� 7 I a8 t• I
To /_._] From ,I�,d4M �i+ `_` , 1 'R
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1355 EVANS AVENUE
Manufacturers of ... SAN FRANCISCO, CALIF. 941 24 415/648
FLAGPOLES
GROUND SET ALUMINUM FLAGPOLE INSTALLATION INSTRUCTIONS
STEP 1: DIG THE HOLE TO THE DIMENSIONS LISTED BELOW.
STEP 2: FIND THE CENTER OF THE HOLE AND DRIVE A SPIKE OR OTHER OBJECT INTO THE GROUND
THE SAME DEPTH AS MEASUREMENT "C" MINUS "D" MEASUREMENT. THIS WILL MAKE IT
EASIER TO INSERT THE FLAGPOLE FOUNDATION TUBE GROUND SPIKE INTO THE HOLE.
STEP 3. INSERT THE GROUND SLEEVE INTO THE CENTER OF THE HOLE, LEAVING THE SLEEVE 1/2"
ABOVE FINISH GRADE.
STEP 4. FILL THE HOLE, OUTSIDE OF THE SLEEVE, WITH CONCRETE. MAKE SURE THE GROUND
SLEEVE IS PERFECTLY LEVEL VERTICALLY, CHECKING SEVERAL TIMES DURING THE POUR.
ALLOW THE CONCRETE TO CURE. SLOPE THE CONCRETE AWAY FROM CENTER TO ALLOW
FOR WATER RUNOFF.
STEP 5. IF THE POLE IS SHIPPED IN TWO SECTIONS FIRST
MAKE SURE THE NUMBERS ON THE TOP AND
' st °M BOTTOM AT THE JOINT ARE THE SAME. IF THEY ARE
Gold Anodized NOT STOP HERE AND CALL THE NUMBER ABOVE.
Spun Aluminum Doll . FIND A FLAT SURFACE ON THE GROUND AND PLACE
with flush seam •
Double Sheave Truck 14.1 THE TWO SECTIONS ON PADDED WOOD BLOCKS,
Cast Aluminum Revolving KEEPING THE POLE STRAIGHT AND IN LINE.IF THIS
Bronze Swivel Snaps with IS A INTERNAL HALYARD FLAGPOLE GO TO YOUR
White Vinyl Covers INTERNAL INSTRUCTIONS NOW. CAREFULLY EXAM-
Polyester Halyard INF THE TOP_ ( BO (1, C CT F T
— - - - - 4.lD ��TT..M „E„ IONS O, THE JOIN,
FOR BURRS, SCRATCHES, DENTS, OR ANY FOREIGN
MATTER THAT WILL INTERFERE WITH THE JOINING
OF THE TWO SECTIONS, INSIDE AND OUT. JOIN THE
TWO SECTIONS. WHEN DRIVING THE POLE TOGETH-
ER MAKE SURE NOT TO DAMAGE THE TOP. PLACE A
BLOCK OF WOOD AGAINST THE BOTTOM AND BEAT
WITH A SLEDGE HAMMER TILL THE JOINT IS
CLOSED. IF YOU HAVE A PROBLEM PLEASE CALL
THE PHONE NUMBER LISTED ABOVE.
9" Cast Aluminum Cleat STEP 6. ATTACH FITTINGS, INCLUDING FLASH COLLAR. DO
NOT USE THE BALL TO SCREW THE TRUCK INTO THE
TOP OF THE POLE AS THIS MAY LOOSEN THE BALL
AND CAUSE IT TO FALL OFF THE POLE AT A LATER
DATE. TIGHTEN THE TRUCK (PULLEY) WITH A LARGE
WRENCH. BEFORE ERECTING THE POLE MAKE SURE
THE SET SCREW HOLDING THE BALL IN PLACE IS
TIGHT, TOP HARDWARE IS STRAIGHT AND HALYARD
FUNCTIONS PROPERLY.
'�k.3�,'., .;.,. ., }:k_. -. -> ° �s��,._,.,- :<< ^zT�+,t, t£;��s?... �s�as°* c; �• �°„�s�e�za��tara;Nr„Em:<t.sxi"�
— FOUNDATION DIMENSIONS
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Spun Aluminum Collar J ` Exposed A B C D E F G H K
3000 PSI Concrete 111 - - Height
e a
2" Non - Shrink Grout ? g • 20' 3' 6" 18" 8" 10" 4" 3'6" 24" 22"
Hardwood Wedges (remove 25' 3' 6" 18" 8" 10" 4" 3'6" 24" 22"
after tamping sand) 30' 6" 18" 10" 12" 4" 30" 24"
Dry Sand tightly tamped o0 8 ° A G 35' .5'6" 6" 18" 10" 12" 4" 4' 30" 26"
after aligning pole 40' 6" 18" 12" 14" 8" 4'6" 36" 32"
Ground Sleeve - Hot Do 45' 4'6 " 6" 18" 12" 14" 8" 5' 42" 36"
Galwmzed Steel 50' 5' 6" 24" 15" 18" 8" 5'6" 48" 42"
oa
Steel Centering wedges 60' 6' 6"' 24" 15" 18" 8" 6'6" 48" 42"
sioma•L _ 34' 6'5" 6" 24" 15" 18" 8" 6 48" 42"
Steel Base Plate o a
70' 7' 6" 24" 15" 18" 8" 7'6" 60' 48
80' 8' 6 "" 24" 15" 18" 8" 8'6" 60' 48"
Steel Support Plate E
welded to Ground Spike These recommended foundations are only minimums, Dimensions
K may vary according to soil and wind conditions at location
of installation,
5SPI:aMIXrsr:;kx'q"wtw.` Cad::. "- Fs`�.saa'?;.+"'.,>'�9, �x�u'tz'i= =r.,a;ntKa^'4iiz: " k. �' �"';t r�':"'��xi�.rx" °^ >n ^" ;,z$' .. .. .. Y ». .. .,
STEP 7. ERECT POLE AND PLACE THE WOOD WEDGES IN PLACE. TEMPORARILY MOUNT THE CLEAT,
PLACING THE COLLAR ABOVE THE CLEAT, AND ORIENT THE POLE IN THE RIGHT DIRECTION.
USE A LEVEL TO CHECK THE POLE VERTICALLY. STEP BACK FROM THE POLE AND VIEW IT IN
RELATION TO OTHER STRUCTURES IN THE AREA.
•
STEP 8. FILL THE SPACE BETWEEN THE POLE AND THE SLEEVE WITH DRY, SALT FREE, SAND, WITHIN -
THREE INCHES OF THE TOP, TAMPING WHILE YOU FILL. AGAIN CHECK THE POLE FOR PLUMB.
REMOVE WEDGES AND FILL THE LAST THREE INCHES WITH NON SHRINK GROUT, SUCH AS
POR -ROK OR FOR- STONE, WHICH CAN BE PURCHASED AT YOUR LOCAL BUILDING MATERI-
ALS YARD OR HARDWARE STORE. DROP THE COLLAR IN PLACE AND REMOUNT THE CLEAT.
REV 2
5 5.