HomeMy WebLinkAbout16401 LAKESHORE DR_ 02-1330 (3)16401 LAKESHORE DR. 02 -1330 3 OF 6
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NQORPORATIM
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ENGINEERED ENDEAVORS INCORPORATED
PERMIT# l3
THIS NUMBER ACCOMPANY
ALL INSPECTIONAL REQUESTS
7610 Jenther Drive Mentor. Ohio 44060
Telephone: (440) 918 -1 101 Telefex: (440) 916 -1 108
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BRANCHELEV. ROTATIBRANCH9KA oR DEGREEON DETAIL NO. BRANCH SIZE
74' -0• eO• DETAIL 01 HAV
3f• DETAIL id
SITE; MACHADVCA-6748
RIVERSIDES COUNTY, CAS
3T IIETAIL F3
3r
se -r 37 GUAM 02
1/BU SEL ECEPTO
O• 3r DETAIL e3 FULL
44V--W le' DETAIL N FULL
20 . TOTAL S Of BRANCKS
4 . TOTAL B OF BRANCHES
BRANCH LOCATION HAS KEN FINALIZED
BRANCH RECEPTOR LAYOUT
16
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ELLV A An?L DEGREE OETAEL N0.
BRANCH BMNCN R[¢PTOIL OEfAFE
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nEV. ROTATION DETUL Na
3f• DETAIL id
SITE; MACHADVCA-6748
RIVERSIDES COUNTY, CAS
3T IIETAIL F3
3r
se -r 37 GUAM 02
1/BU SEL ECEPTO
O• 3r DETAIL e3 FULL
44V--W le' DETAIL N FULL
20 . TOTAL S Of BRANCKS
BRANCH LOCATION HAS BEEN FINALIZED
BRANCH RECEPTOR LAYOUT
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CEPIOR
BRANCH RECEPTOR
DETAIL 1
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BRANCH RECEPTOR
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SITE; MACHADVCA-6748
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41-0' 3r AIL µFULL 1/BU SELECEPTO43' -D• le' DETAIL
FULL 1 . TOTAL B OF
BRANCHES 75' -0' PINE TREE
POLE 11 . mrAL / OF
BUSNELB BRANCH LOCATION HAS BEEN
FINALIZED
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LAYOUT e
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6748 RIVERSIDES COUNTY,
CAS IR1u M.w. G„
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POLE NEXTEL
COMMUNICATIONS
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Sprint PCS
Structure & Foundation
Design Calculations
75' Pine Tree Pole
Site:
EEI Job M 10927 -E01
EtED N E X TEL
Customer COMMUNICATIONS BY JAY PARR 9/j/00EAVGRB
Structure Date
ORPORATED 75' PINE TREE POLE Checked 7709
Job /Quote No.
SITE LOCATION: RIVERSIDE COUNTY, CA
SITE NAME: MACHADO /CA -6748
63'
53'
BRANCHESR RCL OV,
75'
FO
NOTE. IT IS THE RESPONSIBILITY OF
THE PURCHASER TO (VERIFY THAT THE
WIND LOADS AND DESIGN CRITERIA
SPECIFIED MEET THE REQUIREMENTS
OF ALL LOCAL BUILDING CODES
ANTENNA LOADING:
12) DB844 PANEL ANTENNAS AT 73'
3) 10 ft UNIVERSAL T —ARMS AT 73'
12) D8844 PANEL ANTENNAS AT 63'
3) 10 ft UNIVERSAL T —ARMS AT 63'
12) D8844 PANEL ANTENNAS AT 53'
3) 10 ft UNIVERSAL T —ARMS AT 53'
0
DESIGN NOTES:
DESIGNED IN ACCORDANCE WITH TIA /EIA 222 —F
80 MPH BASIC WIND SPEED
CASE I — 80 MPH BASIC WIND SPEED
ENGINEERED ENDEAVORS, INC. 7610 Jenther Drive . Mentor, Ohio 44060
Telephone: (440) 918 -1101 • Telefox: (440) 918 -1108
0
Engineered Endeavors Inc.
7610 Jenther Drive
Mentor, Ohio 44060
Tel (440) 918 -1101 Fax (440) 918 -1108
Communications Structure Nonlinear Analysis and Design Program
10:37:10 09.01 -2000
Revision 1.3 - 2/07/00
Engineer: PARR
Customer NEXTEL COMMUNICATIONS
Job Name 7709
Structure 75' PINE TREE POLE
Location RIVERSIDE COUNTY, CA
Site MACHADO /CA -6748
OD OD NUM. THICK TAPER LENGTH
BOT TOP SIDES INCH IN /FT FT
24.89 13.50 18 0.2500 0.305 37.33
35.75 23.14 18 0.3125 0.305 41.33
TOTAL TUBE WEIGHT
POLE SHAFT LENGTH
JOINT JOINT
INCH TYPE
44.00 SLIP
0.00 BASEPL
5901.
75.00
YIELD WEIGHT JOINT
KSI LBS HEIGHT
65.0 1886. 39.50
65.0 4015. 0.00
POUNDS
FRET
E = 29600.0 KSI
UNIT WGT = 0.283 LBS /CU IN
AISC constants are used for stress reductions.
TUBE SECTIONS HAVE 18 SIDES AND ARE TREATED AS ROUND
Internal bend radius = 3 X T
Tube diameters are measured flat to flat.
Tube diameters are increased by 1.020 for wind across points.
Drag coefficients are increase by 1.300 for steps on the pole.
AISC Tube Shape Coefficient of 1.000 is applied.
ORIGINAL DATA F ?LE NAME H: \QUOTES \01249 -75
REVISED DATA FILE NAME H: \QUOTES \01249 -75
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0
0.40
26:67
44,I)l ISETTING TEMPLATE
GS13220 3/6'4 KELLUMS HOOK ASSY.
GS14841 REMOVABLE COVER PLATE
10830 -480 PINE BUSHEL
K10926 -Y r %ijg
K10927 :W —W "Ernes MID"
At'fWT //11NNNI00. rtAR NO"I AL REQ'D. PER ASSEMBLY
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9_ OATq AAINAq Ie11T o< MOVmme) 7 1A•. x ! -Y 10110 IOI DMIREN AT e1000ME eAY Mrz
All 5117 M17kMMea 4 MAW mm HE M"WOLLE T0NtxNU17EAd
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TAO Y40m TO 711 411W GILL R RI AR uA1AOMALTMAsEJ/LV uMr( Na,.f.N,nm
0
0.40
26:67
44,I)l ISETTING TEMPLATE
GS13220 3/6'4 KELLUMS HOOK ASSY.
GS14841 REMOVABLE COVER PLATE
10830 -480 PINE BUSHEL
K10926 -Y r %ijg
K10927 :W —W "Ernes MID"
TAO I11.
TOTAL GALV. STR. & ACCES. WT. y.uya.TTa
TOTAL ANCHOR BOLT & TEMPLATE WT. 1,036_82#
D9nELion
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SITE: MACHADO[CA -6748
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RIVERSIDEE COUNTY, CA
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75' -0" PINE TREE POLE
NEXTEL COMMUNICATIONS
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1 12 K70062 BUSS BAR KIT 3
5 4 1J 0-JBC HALF SIZE STRAIGHT PINE BRANCH !
26 14 BJO -1 BA I FULL SIZE CURVED PIKE BRANCH $$4
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TOTAL GALV. STR. & ACCES. WT. y.uya.TTa
TOTAL ANCHOR BOLT & TEMPLATE WT. 1,036_82#
D9nELion
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CNIL
RIVERSIDEE COUNTY, CA
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NEXTEL COMMUNICATIONS
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