00-0928-003 Y•
Front Mount `
/ P ell o sTmi �VOR _ = ;
• NODALCD ENGINEERING, INC. �® � P �C7 STn AJ c lcjo 2 f� �
SWET Nw Ix NODALCO ENGINEERING INC. A® a SLIDER INSTALLATION -
STRUCTURAL ENGINEERS SKET No,, O N,
n
CARLOS A. NODAL - P.E. #40285 CALCULATED In �'.19�1 DAT r ODD ]� ]- STRUCTURAL ENGINEERS �+
1 Y j CARLOS A. NODAL - P.E. #40285 CALCULATED BY, < +�y Dqt , S 000 •' Ta'"? r
E 4502 N. HIATUS ROAD; SUNRISE; FL. 33331 - -
Ph. (934) 741-2372 Fax. (934) 741-0035 CIECKED BY. DATE• 4502 N. HIATUS ROAD; SUNRISE; FL. 33351 MODEL SL- 100
DECKED BY-
SCALE-
SCALE Ph. {934) 741-2572 Fax. (930) 741-0833 DATE, 1111 , - DATE REVISION-`
SCALE+ _ _
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I I ! ' I I I t t l ' I I r , I I I I {••rY•`�` -�.,,�r�+•`Y
Foundation Installation
CORRECT
A.C. !!II. INSIALLA'i10-6-
GATE TRACK ! SWITCH �LL I t,
, OF CHAIN
RED IIEAD DOLTS KEEP THE CHAIN
) , , ( FOOTING FOR u
IZI I I /I 1 ' 1 ` I I I ' f 1 I r ; ! I ' 1 I GATE TRACK 1 ,`_ OURS gLACES if
f
I I I t ' I I 8" � - - � AI J , •:� STRAIGHTI1111! II
_ I I 1 ! 1 1 I I YOU MUST USE TWO PIPES 1 . 1 1 1 111 I I GATE TRACK - -
1 I , 1. �� �• �• • FOR LIASTER AND SLAVE.ONE ••,•��,� •�.•�� �.
I i , , , , , ! - - fOR IiIGII VOLTAGE AND OIJE CHAIN DISTANCE FROM
'•' '�f'•'• ' ' OR LOW VOLTAGE GATE IS ABOUT 4"
1 When possible t �, 1 41 JOo u� O
' ' ' i and install 4" above ' a0 ELECTRICAL
, I ' I I i Be sure to run the chain under th
b�'oo• •� e idler and over the sprocket.
/ � � ! � I t t ground level � Oo Oo >'•r FOR (MASTER AND SLAVE)GATE '
- 1 _I 1 FDDTING FGR r o Make sure the chain is straight
I , 1 ! 1 I I ( GATE OPERAT_ OR ?o> ;oo�oY000 ,; � sEPARATE PIPS g t after leaving the operator and
I I t '' I , ' ,ob'o> 'o •o. connecting to the gate brackets.
I ' f '- f-24'--a►�
T ' I , } This is the basic layout for
y the foundation and electrical. If Rear Mount
' ' ' ' you are going to use two operators (Master and Slave) make
! I I 1 sure you run two separate pipes for the electrical, one for
- high voltage and one for low voltage
1
LOOK AT PATH OF
i I 1 CHAIN
i ' I i O FU1
Ito
t ; ri ' � u ' _ I _ tug= MAKE IS
! I ` ! ;`�- c-i¢v2o oid,s.-i ii�'c c+i A:cEz�l<d •id:i ���; oca o !-3zo•'•ok - ,•.�i� sr«ias 8a3ati ciic"d ac+iaii 2a 9iae.'cc '•te YOU L O AT
THIS E R
Ia 'i ncctq n STATIONARY OBJECT PUT GEAR ON GATE
! ;: _II'+ �caariv., PATTE N STATIONARY
n me 24" _ I OBJECT
I I _ 24'
12x1
I I
Your foundation is important. Please do not cut corners. On a rear mount installation you must move one of the idlers
A full strong foundation is important. to the lower center hole and look at the above drawing as to
, I
chain travel. You should not need to cut the cover for most
I I I r I installations.
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_ _ ROLLIN ( .
1 bl �_ ' I A _' I ! ! 1 - .. �• .�'P1 "4�
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fill
t i I ► ``O` NO 5GALE
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NEW 6-6NC WALK i
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JOB. Anchoring Systems t It All
NODALCO ENGINEERING, INC.
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STRUCTURAL ENGINEERS sIEET 3 HVA Adhesive System 4.2.1 , M !
CARLOS A. NODAL - P.E. #40283 CALMATED eY• CA N g ( � (`�N�I+
��<�W �'�E rF, 11 to t� ®
. NEI
a5o2 N. HIATUS ROAD: SUNRISE; FL 33351 pECKEO BY. DAf C HVA Ultimate Bond Strength and Steel Strength for Rebar in Concrete _D . i T ( 12 j fi - 't(a , �; . / ®'
Ch. (934) 741-..392 Fax. (954) 741-0035 DATE- ' I I - -
/�
19
Ulttma Bond Strength
stAlE� 9 Grade 60 Rebar __ - ------
Embedment Adhesive _ '
Rebar Depth Capsule(s) - _ s ` r
! I I I t ! I I , I , , Size p 2000 pst 3000 psi 4000 psi 6000 psi Yield Tensile
I , ( ) Required 13.8 MPa ) (2 b MPa) (41.4 MPa) Strength Strength - y
i-1- I I In. mm ( Ib kN ) (20.7 MPa g -- -- - J
t I h O I I , I I ( ) lb (kN Ib {kN) III (kN) lb (kPJ)
t l I I ' 1 • 1 I t l , 6320 9620 ® ,
t /; 89z
1-%x31/, 8 7150 7970 "r'����� N ( �Z ` (r/ '' c-n '; 't'Ir{• �- ° '
t _ -Z i I I ( ) (2 1) 31.8 (35.5) (42.8) Q
I I I ! f 1
1 v d I I I t 1. 1 i , ! I I ' 93 _, 9480 10720 11960 14430
L---1-- I ' (133) 2 h x 3 h 42.2) 6600 9900 �-�� , ® � F
I , _ ( (47,7) (53.2) (64.2) (29.4) 44.0 1 n p®�
�- V
,� ~'e•
7 12640 14290 . 15940 19240 ( ) -
I I _ (178) (56.2) (63.6) (70.9) (85.6) 11 I (I
' t I 1 I I 41/, GATE DTL 3/4.1f FENCE COLUMN
t ; I 1 , 1- hx4'/, 9680 10980 12270 . 14850
1 o (108) (43.1) (48.8) (54.6) (66:1) -_ �j T n ,
67/! , r '� O ~(- I EC l 1.0 � X�A. ..
14 1- /:x4/.b 14520 16460 18400 22280 12000 18000-N -1 G_ LI.JM hl 1 , �G}-1 � L-?,� L
! I t (162) 1-'/,x 3'/, (6.1.6) (73.2) (81.9) (99.1) (53.4) 80.1
( ) f V��r K T /F' S -Z
IEFFH
19360 .21950 24530 2971Q
t
8�/: 2-'/,x 4'/,
(216) (86.1) (97.6) (109.1) (132.2) I I 1 ..1( �.
I ' ---- - \�/ i -_STdNL".-+ � SST 3-Ox -Co Y I v �•P 35 l.. W.�;- �1I-� r W• ;,r., r r^ (,>�
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