00-0684-009 J �& , Front Mount
NODALCO E NGINEERING, rNC. X� ' & o sT�� � s Tn tir �o Pk S LI D ER N STALLATI ON
SHEET No-r CIF ! NODALCO ENGINEERING, INC. SHEET
STRUCTURAL ENGINEERS NEI STRUCTURAL ENGINEERS
NEI CARLOS A NODAL - P.E. X49285 CALCULATED By, ��t9� DAr , Onv CARLOS A. tti00AL:- P.E. ,�40�83 IJ ZALSATED Bri C�l� �,M>T:S[Ci4T(fJ!'py,:r�, MODEL SL- 100 a'
DAT , s �
4582 N. HIATUS ROAD; SUNRISE: FL 33351 CHECKED BY- DATE 4582 N. HIATUS R)A9; S(JNF.ISE: FL.°33331 V �`- -
Ph. (954) 741-2572 Fax. (934) 741-8635 Ph. (934) 741-257ti - Fat. (964) 746-8635 CHECKED B» DATES
SCALE - - SCALD q e - -DATE - - REVISION
°.es.;.,�n�_rs•avewKe
1 I �' '* Foundation Installation ^
1 1 11111.0-51- ✓ ! I !
1.,�1I1
CORRECT
_
! - A.C. l�ll.O,Mp I INSTALLATION -
i I ! I 1 I ! i I I ! I ! I I t I I I V I GATE TRACK I OF CHAIN -
i I .t I I I I ; ' swlTCt1 11
KEEP THE CHAIN
I + I I I i + I , I/ ! ' 1 i l ! � RED HEAD BOLTS
i I - I OOTING FOR
GATE TRACK I a
I I R PLACES
+ ! I_ I ' I I t ' i f I I I i I ! I I i ' ' I 1 1 �_ * Fou A 'r---.-- - STRAIGHTIIIIII
1 I _ 1 I I I I ! L8 , ll YOU MUST USE TWO PIPES GATE TRACK ' °
1 i I 1 I I I
FOR MASTER AND SLAVE.ONE CHAIN DISTANCE FROM
1 j ; I I I I I I I FOR HIGH VOLTAGE AND ONE
When possible try° •.� OR LOW VOLTAGE
GATE IS ABOUT 4
�0 ug0 O ELECTRICAL
I 1 I I I i ! , t ! ' and install 4"above a � Be sure to run the chain under the idler and over the sprocket.
! ,
` ! i I ground level �OoO�0o0D o FOR (MASTER AND SLAVE)GATE
' I I I 1 I I I I FOOTING FOR N ° , .8
! ! 1 / I ;J - • I -I ! GATE OPERATOR o` o`�oo`OOS ,.. �sE A SEPARATE PIPE Make sure the chain is straight after leaving the operator and
j connecting to the gate brackets.
III I I
�240-
ICI ,
J I I 1 This is the basic layout for the foundation and electrical. If Real" I�loun
I,JL I � I t
' you are going to use two operators (Master and Slave) make
• I I - sure you run two separate pipes for the electrical one for ,� ,
! ! high voltage and one for low voltage. y
1 I 1 N LOOK AT PATH OF
I !
CHAIN
, � 1
RACKET
i j I i I 1
I r/ I I ., MAKE IS
YOU L O AT
G ! STATIONARY OBJECT PUT GEAR ON GATE
! I
THIS E R srAT1oNARY
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$" 24„ PA E N OBJECT
1 i I I I - 24° -
I I 12„
1 I Your foundation is important. Please do not cut corners. 1: On a rear mount installation you must move one of the idlers
; � ' 1 I A full strong foundation is important. to the lower center hole and look at the above drawing as to
i I !
chain travel. You should not need to cut the cover for most RO ___....__ _. _.._ ._.__ ___. _ installations
I ' I I I T I I 1 I - __ _ _.� •. ��. -... _ ` -'���CQ1T
b I H
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I
11 1 i I I I `I I I I 1 I I I I
I I I
1 I fI
1 I I I I I I I I :�`2{.Io�I�� x81 ®Nr
1 I METAL GATE'
I i I I I 'i 11 I ! i I I , I N ! x 1. -� CONC.
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A 4 _iNQot 1 .11477 FTG• U.
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Anchoring Systems �p
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NODALCO ENGINEERING, INC 3 MA Adhesive System 4,2,-� W/o 5 e Way r
SHEET No
STRUCTURAL ENGINEERS --- m I®
g Nr-W Me-rAL F-ENC M
CARLOS A. NODAL - P.E. #49285 CALCULATED BY, Dar : c
l V �1 HVA Ultimate Bond Strength and Steel Strength for Rebar in Concrete
I
4582 N. HIATUS ROAD; SUNRISE: FL. 33351 g g
CHECKED BY. DATE
Ph. (954) 741-2572 Fax. (934) 741-8835 FIV Itfma Bond Strength Grade 60 Rebar
_.__ ,._....__ __ ®,. r
uALI:o Rebar Embedment Adhesive - - - ' � �
Depth Capsules) 2000 psi 00 psi 4000 psi 6000 psi Yield Tensile _ -
1 I I , I I , I I Size in.(mm) Required (13.8 MPa ((2"0.7 MPa -- .
-'
) (27.6 MPa) (41.4 MPa) Strength Strength - � '" _ �
Al C
! ! ! I III (kN) III (kN) Ib (kN) III (kN)
Ill (M) Ill (M) f __ /. #..5 -. LL
_. _ oty •�FTG �
III It I , t -W _ ._V WAY
I I 3/z 6320 7150 7970 9620 _ Re�4T .L_�:N II
1-'/ex3'/: . ._ _._ ..___ . _..__.. _---- _-���.�.... _ _ +.__._... II Z '
---i--,--. (89) (28.1) 31.8 (. �U 1... - �t
1 (35.5) (42.8) w/ . ti'c 12 T, 2 4
! { I I I I ! I. ' i t I 5� 9480 10720 11960 • 14430 6600 9900 �
W d j I 1 ; I .,-1'► I . i i #3 2-'/a x 3'/: .+ AA
(133) (42.2) (47.7) (53.2) (64.2) (29.4) (44.0) C
+ I I I I 1 Al I I I I 1 7 12640 14290 15940 19240 _.
' - i I I i 2-'/8 x 3'/:
I
(178) (56.2) (63.6) (70.9) (85.6) / - -
1 1 I I
_ _GATE__.DTL._ 3 _4 - - _ _ _ FENCE DT'L 1 /211 � w
- - - 41/a , 9680 10980 12270 14850 !I/ LU
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1- /:x4/,
(108) (43.1) (48.8) (54.6) (66:1) � _ ...,.,_..s...-.
I I I I ! ; �� (' - I #4 6'/e 1-'/:x 4'/,&
14520 16460 18400 22280 12000 18000
i 1 t 1 i (162) 1-'/ax3'h (64.6) (73.2) (81.9) (99.1) (53.4) (80.1)1 1
if � I
I 1 1 1 81/2 2-'hx 4'/, 19360 21950 24530 29710 �yd
! ! I I (216) (86.1) (97.6) (109.1) (132.2) �+r U ' 1v88Ao
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