HomeMy WebLinkAbout16401 LAKESHORE DR_ 00-880 THRU 89816401 LAKESHORE 00 -880 thru 898 1 OF 4
3/4' HEX NUT
BRANCH RECEPTOR
Rs
BRANCHELEV. BRANCH RECEPTOR DEGREE
ROTATION DETAIL NO BRANCH 512E
7i -0' 60' DETAIL 11 HALF
57' -9* 35' DETAIL #2 FULL
64' -0' 33' DETAIL #1 FULL.
58' -6- 30' DETAIL /2 FULL_
54*-0- 33' DETAIL Al FULL
49' -0' 26' DETAIL 12 FULL
24 . TOTAL OF BRANCHES
BRANCH LOCATION HAS BEEN FINALIZED
BRANCH RECEPTOR LAYOUT
3/4- HEX NUT
BRANCH RECEPTpq DECREE
ROTATION
BUSHEL RECEPTOR
Is
46' -0'
BRANCH RECEPTOR
DETAIL 13 FULL
43' -0' Z6' DETAIL /4
BRANCHELEV. BRANCH RECEPTpq DECREE
ROTATION DETAIE Np. BRANCH SIZE
46' -0' JJ' DETAIL 13 FULL
43' -0' Z6' DETAIL /4 FULL
B TOTAL / OF BRANCHES
6 TOTAL If OF BUSHELS
DNANL.H LLH:A1IDN HAS BEEN FINALIZED
BRANCH RECEPTOR LAYOU
y5sL1Lr uA•.INC PAQG[)6[
EACH ININADUAL ASSE FAT SHALL HAW A Mr TAL
LAUDED 10 IT .1. .LL BE ENI WO NTTH
NE A T - Na AS SHOW IN ME MATRIN.
SLOCX. (111141 lu V 5/6' HIGH UE S) -
i
BUSHEL
1 1/2- SCH.
BRANCH RECEPTOR
DETAIL 1
1ANCH RECEPTOR
S' O.D.. 4.14 I.D.
RW ROUND MECHANICAL TUBING)
75' -0' POU
30
BRANCH RECEPTOR
DETAIL 2
7701 - 4552632 - SS
EPTCP141^ MECHANICAL TUBING)
BRANCH RECEPTOR
DETAIL 3
608 2 z
at i
TUBING)
BRANCH RECEPTOR
DETAIL 4 TNS ouvNc a COrmm AND YAY NOT BE LOANED.
ALARODUFfD, C O EITHER N10.1Y OR N PART, OR
MADE PIB1C N ANY uA'.ER NT OUI THE NRIITDp
CONSENT a ENCI EERED ENDEAWIS NC. ALL RlalE W
DESO1 a NWNr1 ARE RLSERWO.
SITE: MACHADO /CA -6748
r
Yew E•n1e.r 8..
u•vwr. owo 4oeo
RIVERSID COUNTY, CAEE s (440) 916 -1101
ATED
75' -0" PINE TREE POLE
NEXTEL COMMUNICATIONS
rn xx —
O
r
ENGINEERED
ENDEAVORS
INCORPORATED
rn.Mwft dP.".rr-
D6
ENGINEERED ENDEAVORS INCORPORATED
AS REVISED
CITY OF LAKE E(-S!
16
UILDI DEPT
PROVED
AS REVISED
CITY OF LAKE ELSINOREBUILDINGDEPT.
7610 Jenther Drive Mentor, Ohio 44060
Telephone: (440) 916-1 101 Telefax: (440) 91 B -1 108
tED N E X TE LCustomerCOMMUNICATIONS
EAVOR8
ORPORATED Structure 75' PINE TREE POLE
SITE LOCATION: RIVERSIDE COUNTY, CA
SITE NAME: MACHADO /CA -6748
73'
T-
63'
1
53'
BRANCHES REEMOVEED
FOR CLARNY
75'
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
BY JAY PARR 9/1100
Dote
Checked 7709
Job /Quote No.
ANTENNA LOADING:
12) DB844 PANEL ANTENNAS AT 73'
3) 10 ft UNIVERSAL T —ARMS AT 73'
12) DB844 PANEL ANTENNAS AT 63'
3) 10 ft UNIVERSAL T —ARMS AT 63'
12) DB844 PANEL ANTENNAS AT 53'
3) 10 ft UNIVERSAL T —ARMS AT 53'
m
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
Nextel
Structure & Foundation
Design Calculations
75' Pine Tree Pole Tree Pole
Site: Machado /CA -6748
EEI Job #: 7709 -POl
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' PII Z TREE POLE
Location RIVERSIDE COUNTY, CA
Site MACHADO /CA -6748
OD OD NUM. THICK TAPER LENGTH JOINT JOINT YIELD WEIGHT JOINT
BUT TOP SIDES INCH IN /FT FT INCH TYPE KSI LBS HEIGHT
24.89 13.50 18 0.2500 0.305 37.33 44.00 SLIP 65.0 1886. 39.50
35.75 23.14 18 0.3125 0.305 41.33 0.00 BASEPL 65.0 4015. 0.00
TOTAL TUBE WEIGHT 5901. POUNDS
POLE SHAFT LENGTH 75.00 FEET
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.
RISC Tube Shape Coefficient of 1.000 is applied.
ORIGINAL DATA FILE NAME H: \QUOTES \01249 -75
REVISED DATA FILE NAME H: \QUOTES \01249 -75
I1 C
uairii'jfm o "i;
OD. NANdaC, _ - . IN NE11 5 HOOF e
O Cl RAn t, 10 a Ia IN TEN1a • Q Mn
a. Y, 1],u•Ie
tl' . ,]• •U D rv•.JM%E -' -
q Mn ., 1; S to
1. q ELLUYS NOOA . L
IN1iFIM • q Mn
B
REQ'D.
J. e, s. 12. Is - n
PER ASSEMBLY
CALV WT.
ITUnAE)
ITEM MK. N0. DESCRIPTION
11°•
I1. M GO. HAMTINI .0.L-' e q n 4, 10 Y Ie
q sPUa
n \
T_ I
I
a RESUYS HODS e
IN:CRIOR 0 a Mn
e.., Iy IS A n
Nr E)
SEC wP .:NT
DING PNOVISIM
DETAL
1 Z
1 O m
p(p ` D . ]0 AEx55 OPdIND
COY (Fro ] PLACES) Ae
CN1V
TES
D \ GRO;ND L u .
WELDED84 -)
Ad 110 N.N.
WELDED DYER I ] /10 P NfALS
OIN SNAR O q Mn ] 'E
8
R ovA9 pOVER KArz ti
MATERIAL.
B
REQ'D.
REMOVABLE COVER PLATE
PER ASSEMBLY
CALV WT. QTY. ITEM MK. N0. DESCRIPTION
I 1 SHAFT ASSY. (TOP SECTION) cSeeS)
b — ££
P G
II W
55,,
SLIP FOR REQUIRED TOLERANCESAMINOES AT RFLIPSMEANDREDO. ]ADIND lr
FARCES SEE N PR 'STRUCTURE ASSEMBLY
I '•
AND FRICTION PROL'EWRCS'.
n
1 2 SHAFT ASSY. (BOTTOM SECTION)
25.00 3 7A C12669 I`' . J]' ACCESS PMT CO% PL w/ BaIS Saa27 A't WASHERS S00]N
13 OOB30 -39C
1) GAP BETAm1 RA a FOOTING AND O TTOI BASE KATE SIMIL BE
Na- Ym W„N A DEN,
HARDWARE AS FOLLOWS:
5.51 9
FULL SIZE CURVED PINE BRANCH
GS14842 B• Ai]9an
SEES7eO
PUrz
15
2 B 5 /8'e x 2K' LC. CAP SCREW3YMOBIL9uR
1L,..
1 ]) s /e•.: 1 /:' LG MidunON WELD
I '• _I ]• M scRErs BE a caN[R orF.O. I' . 1 /]' r -- 1'/ (AtY4-7N) NdINO X.N.
Mn k B
MI
ID O . VLIDED 0 1 ]/1I•. . 12
n
SEE VWNTIND IN aNUT O Q Mn J i 17
BAR DETAIL) VIEW AAA
SLIP JOINT JACKING
101.46 8 4 A6060DE -4 7 1/4•' ' a'-0• Lc (Ae 1s -cR7s) MdalBOLTSWtE. NUn AIY43.. EAd
1 6 STRUCTURE AsSEYIII ANO
ERECTION PROCEDURES
112.57 2 6 8- 44.00T.5E SETTING TEMPLATE
0.40 6 7 GS13220 3/8'8 KELLUMS HOOK ASSY. PROVISION DETAIL
B //
asCAP
C
I
MOUNTING BAR
y DETAIL
g^
IQ Mf
I-. So NUT
HMONOLL RING
Ie
E I II e
e• . ,]• DD
J '
COVER
Balsa
A
NMDNOL RING (SOOJ7e)
6" X 12" HANDHOLE DETAIL
NO
SECTION "B —B"
0
PALACES)
1
d I(.]
1W.
11 (t) F L' EN TM
S /le'- ,eMC -1 /4' DEEP
PORT D PMrO
a'-a' cosEn n
I1
v
REINFORCING RING
PMT • r -D• REIN. RING DETAIL @ 10" x 30" ACCESS PORT 3'
SECTION "C —C" 10" x 30" ACCESS OPENING COVER PL DETAIL
a
V
vaml
yplC •ABA DRAINAGE Y'JST BE PROVIDED 1
d) ] 1/4'. R e' -0' La10 UIDCRNFAM TINE SIR BASF Mrz •`a A 72 . O •
DOUBLE END INRLLaD TO ENSURE NAT MOISTURE DOES NOT
M15N M73) ANda Bat$ 4 CGI INSIDE INE MMOP.L _ I
4) NEC NUn EAd
e A r -a PR0.icnd ERECTION VIEW S
BOTTOM RAMIE SHOULD
NN'. B[ BaI[D ./(]) H.xJ SCALE NONE 6 n
II ] 8CE-.Da9. USE SCmNc rzSIMrz e- 44.001.5E I' O ' Q /It'i BOLSICI
7 /B' ] 1/0'
25• F OPENING
1 C /e•. p]e) Nod ear
SECTION "D —D"
PL 4• . 7' ,..
N.N.
o. 3
KELLUMS HOOK DETAIL
EAd I40IVIDUAL ASSEMBLY SHALL NAYS A METALQ (]) Y /1a'. NOES
TAG RELIED TO Il' WILL BE ENCAAW Wia
GROUND LUG DETAIL ME ASSCAaY YARN N0. AS SN.PN IN THE MARxIAI
K" (MINI.. Or s /e• .1. LET",)
L
9.38
STIR. & ACCES. WT.__ == A ------
B GS14841 REMOVABLE COVER PLATE43(10)
9 00830 -48D PINE BUSHEL
K1092fi AN TENNA ARRAYSEPARATION
26.97
WAIIOLm TOP m e0— O' IX[ Pa1L .A,a IAA 1 •IN4 R
ram IM [Aa SIa U
11 K10927 6• -O' DIRECTIONAL AAMNNAMOUNn o
7.50 1 12 K10062 BUSS BAR K[7
4 13 OOB30 -39C HALF SIZE STRAIGHT PINE BRANCH
1) GAP BETAm1 RA a FOOTING AND O TTOI BASE KATE SIMIL BE
Na- Ym W„N A DEN,
Z8 14 00830 -IBA FULL SIZE CURVED PINE BRANCH
231.03 I 15 K10461 UNIVERSAL BRACKET SN-1
17 -]5' ACROSS M15
32 16 J//4'.. ] 1/2' L0. NR GMT
F125 a
17 STRUCTURE IDENTIFICATION TAG n
IT-
T. 4l
TOTAL GALV. S STIR. & ACCES. WT.__ == A ------
TOTAL ANCHOR BOLT & TEMPLATE WT.__ = = .#-- o
C
p ALL IR1D3 1MALL K Ix ACI??pAx4 RITx AaL G.1.1.
11 LDGIILGINLL Tuu -N RYNC SECTIa a M WP DI.T 5
INL F ML PENT-n. f]pc
I INIaq eME NRGFUD TT, A r NanHVAL POD"AND .
xlAaa AK INTVTIam w (AD 91AIT At [Aa RICL TK Y
Mal]OrnAL •M euoe AR[ a WTa11Nl WHERE TH uARA .RAaq
1. ON M ApO 1 Ml. M .MIUSaiLL 40 %M WaO15 SMALL
WAIIOLm TOP m e0— O' IX[ Pa1L .A,a IAA 1 •IN4 R
ram IM [Aa SIa U
4) M A
11[ mTTON a M YPPm SECTION MALL BE MDESWrm IM WR TIM
0' I TTO AIINx ,1• a M AM O TATIa WAR a BN — SEETID.
BUSS BAR EE) A 0.071'Ir . t' Is REQUIRED AT O[ TO` a M eorla L
1.Y9MTa 0
00.
iernIW
GAAND
METE a
1) GAP BETAm1 RA a FOOTING AND O TTOI BASE KATE SIMIL BE
Na- Ym W„N A DEN,
1) Pecs 9 BE No, OIP aLYMI]m AFTER IABODTION C
AID NEN CIA) a1R1 PIN[ BARB.
Ml Ie IN9ta OF91AR
BUSS BAR DETAIL 12
SITE: MACHADO /CA -6748
RIVERSIDE COUNTY, CA
THIS DRATIRG 15 CON PAL M0 NAY NOT BE LOANED,
REPRODUCED, COP.O DINER MOLLY M N PMT, M
NADE PUBLIC IN ANY YMNER WRNa1T THE WRITTEN
CONSENT OF EMCRNEFAEO ENDEAVORS MC -ALL O M OF
OESIM OR INVENTOR ME RESERVED.
NCIN[fAEU • "
To jmLL DT'
Y.BIPR OEIR 44090
ENDEAVMS • (440) 0,5 -1101
INCMPMAIED
75' -0" PINE TREE POLE
NEXTEL COMMUNICATIONS