00-0679-010 JOB, .t' �t'o. . sTpiur wr7 s�'nJuC wo�x rront Mount
NODALCO ENGINEERING, INC. slt;r Hoak NODALCO ENGINEERING; INC. SLIDER INS_ TALLATI ON
STRUCTURAL ENGINEERS riEET t+o� o� Cr _ MODEL
STRUCTURAL ENGINEERS
CARLOS A. NODAL -� P.E. 492A3 CALCULATED tY -- 1911 DAT , O017 (NEI C.t�I� ` •rr c r SL- 100
4502 N. HIATUS ROAD; SUNRISE; FL., 33331 CARLOS A. NODAL P.E. ;/4fl20S CrtCU�tED BY. �T , Sr opA �, _t
CICCKtD Illy. DSTE, 4502 N. HIATUS ROAD; SUNRISE; FL. 33351 -
Ph. (954) 741-2372 Fax. (934) 741-8035 CIECKED to . IDATE•- - -
Ph. (fl54) 741-2572 Fax. (a54> ?41-oa35
SCrtG DATE REVISION
' SCALEM A T
I ; , I I I I , 1 Y� h ��_� k houn:da: ion Installation
! I I I ' A.C. �LI,'���A �1i NSTAI.ATION
I I I ! I I 1 GATE TRACK SWITCIt
_ I OF CHAIN
I ! t I I :; ' 1 r! ' i I �- r RED IlEAD DOLTS rr KEEP THE CHAIN
_L_AW
! L I I I I , ! I ; ! + , 1 FOOTING FOR FOUR PLACES ��
GATE TRACK r ' arn-
t I _ _ \ STRAIGHTIIIIII
+ I t I i r F ! i i------
i I , Y ~ FOR MASTER USE D O PIPE ONE GATE TRACK '• \
_ y- CHAIN DISTANCE FROM
' I _ ! I I r �r , , t �• •� •' y';• �• FOR HIGH VOLTAGE AND ONE GATE 15 ABOUT 4"
' .+ I _ I ►I 1 -- - _ I I 1 , ( I I ! 1 I I I '•`'�'••• •' e� , FOR LOW VOLTAGE
i 1 i I , ; , 1 When possible try �.� � �0 ELECTRICAL
! 1 1 ! and install 4'above
1 ' ! 1 j 1 t -1-'T I !)e�C�ui 'o
_ -�� Be sure to run the chain under the idler and over the sprocket.
ground level �OobO`.'O'0,
•v �• FOR (MASTER AND SLAVE)GATE
'
t , _ + ATE ONGFOR N ':o`�o�;0 ;o J0°` �isE A SEPARATE P� Make sure the chain is straight after leaving the operator and
-� I .. GATE OPERATOR c�� connecting to the gate brackets.
' I I +
1 , OabO,�QOo n�
24''--►�
�--
`u�t 1 This is the basic layout for the foundation and electrical. If Rear Mount
I + you are going to use two operators (Master and Slave) make
- � _ sure you run two se arate i es for fhe electrical, one for
I r 1
- - - - ! I I high voltage and one for low voltage.
LOOK AT PATH OF
RACKET
I
I t lrCtA''
t� I
MAKE IS
_
G ,ate -�� ... x:s..t.w:a��.s><•: :�Qacaa•t•>a5���s4st-��t s ,; :aataQaK a 1a�; s.���x<�ada44« YOU L 0 AT
I STATIONARY OBJECT STATIONARYt GATE
t�ry THIS E R
24„ PATTE N � ODJECT
- - -I 1 - 12'.
24" CL�
! I -i __ Your foundation is important. Please.do not cut corners. On a rear mount installation you must move one of the idlers
t i 1 ' I A full strong foundation is important. to the lower center hole and look at the above drawing as to
• I ►► �� _ ,`c � a,_ chain travel. You should not need to cut the cover for most
_ s�:s N I� � ,v.,� •.•s yr'rx .As. !�'•! .7 rn-StaII�tIOnS � '
' ! I ' - '
L11�1_ke1_1'1'1! l- r i ,`r r r - 4r S-"'! / 3%1k '. "� i `'3 sQ►tr«� �'L lr'� l ''�� C�C.'? CLLC._._..
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�--- NODALCO ENGINEERING, INC 3 � .2.`I ` rz,1�- r I l ! _ �'
SHEET Ha HVA Adhesive, System W. � V��'�'
1 Y
El STRUCTURAL ENGINEERS /N�'�� r'..{E"�i; I EN�.� o
CARLOS A. NODAL-• P.E. 049205 CALCULATED tY' N DAt g c ( -`--' I t ��' I ' ti[' Ci r� (� •;
4502 N. HIATUS.ROAD SUNRISE: FL. 33331 HVA Ultimate Bond Strength and Steel Strength for Rebar in Concrete • i
�( t! __
,� [I£CKED 8r. tAtC� 9 ~- -°-- _ ---___- Is 1 I. a a - - ; ' -
Ph. (034) 741-2V72 Fax. (aa4) 741-0033 }{V -111tttma 1?DndStren Strength � Grade 60 Rebar - � -.,_--- + - � -i �--� ----------_.-_._
sutt5 Embedment Adhesive "- ' I
Rebar Depth Capsule(5) 2000 psi 3000ps1 4000 psi 6000 psi Yield Tensile I
I 1 Size In.(mm) Required (13.8 MPa ! ♦ ,
1 1 ) (20,7 MPa) (2T.6 MPa} (41.a r.?Pa) Strength Strength -^ _ _ _ / II V
+ I ' ! I Ib (IdJ) Ib (kN) Ib (kN) III (kN) III (kN) Ib (k N) -�-- - - ___ _ ^�y ._ ___ L- _.__. - �y
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I I I h O , I I I ! �I \
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It NAY (
, (89) (28.1) 31.8 (35.5) (42.8) i I i} �; 2 --
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13 2- /�x 3 J� 04E0 10720 11060 '14430 E600 0900
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(1.78) (56.2) (63.6) (70.9) (85.6) �ATE ® if L 3/4 11 I)
+ I I I t ! i I , _ i U, I 41/a 1-'1:x4'/, 9680 10980 12270 14850
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(108) (43.1) (48.8) (54.6) S�G N X 6311
1- /,xAJ.& 14520 16460 18400 22280 12000 18000
t ; _ (162) 1-11,x3'!, (64.6) (73.2) (81.9) (99.1) (53.4)
81/= 2-11,x4'/, 19360 21950 24530 29710
- (216) (86.1) (97,6) (109.1) (132.2) ® �
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