00-0683-008 NODALCO ENGINEERING, INC. �& rt' �'° S Tc�,ur ,U o 21c' 5 c
&-� -rnN w"p'` SLIDER IN front Mount
NEI s�EEr!�,•t NODALCO ENGINEERING INC. STALLATI ON.
STRUCTURAL ENGINEERS SHEET llo.:
CARLOS A. NODAL - P.E. 049285 CALCULATED Bri (,t91� DAT , pnp NEI STRUCTURAL ENGINEERS 4582 N. HIATUS ROAD: SUNRISE; FL. 33351 CARLOS A. NODAL - P.E. 149285 CALCULATED BY��
Ph. (954) 741-2372 Fax. (934) 741-8833 CHECKED BY. DATE•
DAT , s � ,.:<:,..TF.,,'�4..,�,•. MODEL SL- 100
4582 N. HIATUS ROAD; SUNRISE; FL. 33331
CHECKED BY- :r:., : : .:..Y _
SCALE Ph. (954) 741-2372 Fax. (934) 741-8833 DATES >'<
.. SCALES
I 1 .
DATE
I MI Y1 11 TV
Foundation Installation
REVISION
a *
III M CORRECT
! ' I ! ! I I ! ! I !i I I j ! I A.C. �LLO�� I ^ ^^_ ^^-
/ I GATE TRACK SWITCH .
INSTALL-ATION
RED HEAD BOLTS OF CHAIN
FOOTING FOR
GATE TRACK , . FOUR PLACES j
::
" ! ' ! I I I I I I i I I ! ! ! _ " KEEP THE CHAIN
:.,
I I I I I - 801
STRAIGHTIIIIII
! I ! I I I I I ! f I I I �_ FOR MASTER AND SLAVE,ONE GATE TRACK /YOU MUST USE TWO PIPES
FOR HIGH VOLTAGE AND ONE CHAIN DISTANCE FROM
•T•��''. •• OR LOW VOLTAGE GATE IS ABOUT 4"
' I I ' I When possible trye o•0 ELECTRICAL
H I and install 4"above 0, ucgo o �
/ I' I I ! ground level °ooXofl Be Sur
4 FOR (MASTER AND SLAVE)GATE a to run the chain under the idler and over the sprocket.
lip I ;
! !
GATE FOOTING ERATOR " o` o o°o`gog °.: sE A sEPARATE PIPE Make sure the chain is straight after leaving the operator and
7-1 ,°� connecting to the gate brackets.
I I ! I , o gMo400° •
! This is the basic layout for the.foundation and electrical. If Re
Jill / ill
' I i I ; you are going to use two operators (Master and Slave make Rear Mount
! sure you run two separate pipes for the electrical one>for
i ! hlah voltaae and one for low voltage
LOOK AT PATH OF
•
CHAIN
! i ! . , - 1 O RACKET_Lf! I
I I ,
!/ ► I t8r
MAKE IS
YOU L O AT
THIS E R GATE
' I ! I � „ STATIONARY OBJECT PUT GEAR ON
I I I I - , $ 24" PA E N STATIONARY
i ! 24"
I I I 12••
! 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
!
chain travel. You should not need to cut the cover for most
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N eW M GATE 2. a�t , n CON COL.;5.L K , � `�
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Anchoring Systems WAY -- - TUCCO
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NODALCO ENGINEERING, INC. SHEET No, 3 O HVA,Adhesive System CO KC
STRUCTURAL ENGINEERS r
p
CARLOS A. NODAL - P.E. X49285 CALCULATED BY, c4/(/ w Ji#� �A WAS � �
I . V!1 M e TA-L FEN C4 . - 1I m o
NEI 4582 N. HIATUS ROAD; SUNRISE: FL. 33331 CHECKED 8Y. DaT ' ` HVA Ultimate Bond Strength and Steel Strength for Rebar in Concrete .
l�h• (834) 741-2372 Fax. (934) 741-8833 DATE ' / C �A � .
SCALE HV N Bond Stren Strength ___
Embedment Adhesive 9 Grade 60 Rebar - 0 .
Rebar � � _
Size Depth Capsule(s) 2000 psi 3000 psf 4000 psi 6000 psi Yield Tensile
In.(mm) Required (13.8 MPa
--•
I I ) (20.7 MPa) (27.6 MPa) (41.4 MPa) Strength Strength - _ -
I h lb kN) III kN Ib kN III kN - -
! i ! I I ( { ) { ) { ) lb (kN) lb (kN)
! I 3'/z 1-'/Bx3'/: 6320 9620 �V _:c�Q�::cot�C_FTG
7150 7970 -
I (89) 2814 _LAN _ .... I' I► LjL
( • ) 31.8 (35.5) (42.8) ----��.._.X . Co CU L. _ I- ...a5 ,E A. AY"
W d I i I I ,Wit. ' ' I 5H/�
! j ! I I I #3 2-%x3'/: 9480 10720 11960 14430 6600 9900 ■�
(133) 42.2
I ! I I I I I I ( ) (47.7) (53.2) (64.2)
i I ! 7 -� (29.4) (44.0)
2. /ex 3/: 12640 14290 15940 19240
! I (178) (562) (63.6) (70.9) (85.6) - . -
' I ! I 4,/4 - 3/4_ FENCE
9680 10980 12270 14850
! 1-� _ (108) 43. �Ttl.. ..�/2
1 I I I ( 1) (48.8) (54.6) (66:1) V zT
I j ! !l i.1�- #4 6628 1-Y:x4i/,& 14520 16460 18400 22280 12000 18000 ------
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( ) 1-%X 3/: (64.6) (73.2) (81.9) (99.1) (53.4) (80.1) ■�
! '► I ! 216 2-'/:x 4'/, 19360 21950 24530 29710 �q
i - ( ) (86.1) (97.6) (109.1) (132.2) \ _
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