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00-0926-003 rront Mount SLIDER INSTALLATION T o2 A� +� L7 5"��ji11 t GcjD9k _ - _ D 5 DIr Q NODALCD ENGINEERING, INC. _ NODALCO ENGINEERING, INC. j / sllECt"°' a. °` A" MODEL S L- 1 - _ _ - sIEET NW 7�-� T STRUCTURAL ENGINEERS G'�1� cAt s'" oue - DATE REVISION STRUCTURAL ENGINEERS taiLUarED Br. ��� DAt ODD H 1 CARLOS A. NODAL - P.E. p49285 CALCULATED BYE f CARGOS A. NODAL P.E. ¢49205 1J 45E12 N. IiIATUS ROAD; SUNRISE; FL 33351 aECxED BY, DatE• - 51 572 Fax. 034 741-8035 ll �: rN::-E= r FL. 333 LATE 954 741-2 ( ) _45II2 N. HIATUS ROAD; SUNRISE: aECKEO Br. Ph. ( ) Ph. (354) 741-2572 Fax. (954) 741-II533 SCALE, � ';_.. +'^ - SCALE,' YY, ..���.' � •� IF undation Installation - fi CORRE_CT 4%� t 11 INSTALLATION - } I I I I I 11 OF CHAIN 010I - ' , ✓ ' I I 1 + I GATE TRACK RED HEAD DOLTS `K I swiTCn KEEP THE CHAIN FOOTING FOR FOUR PLACES STRAIGHTI1l ll C. GATE TRACK '.- You muST USE Two PIPES GATE TRACK • �• �,•�� CHAIN DISTANCE FROM FOR EASTER AND SLAVE.ONE GATE IS AE30UT•l' •' OR LOW VOLTAGE•• FOR HIGH VOLTAGE At1D ONE y •' ��o EL�'o ground level �• `�, ` 1 I i N �.00 o• o• o��� FOR (I'{�SEPARgTE PI�EE Make sure the chain is straight after leaving the operator and -+--f , I FoonNGFOR obob'•o�o•'o ,; � -_ connectin to the ate brackets. GATE OPERATOR - -� t g g I I - '1 ' ' I �':o 'b'o •ob'o I 1 ► - t- , ! / ' I, ' +i + I �-24'x--►I �� i ' ' ' }- This is the basic layout for the foundation and electrical. if Rear Mount t you are going_to use two operators (Master and Slave) make sure you run two separate ides for the electrical, one for " I ! high voltage and one for low vo ta4e. LOOK AT PATH OF CHAIN ! : '• I 1 - RACKET T t MAKEIS i 1 _ YOU L�0 AT I PUT GEAR ON GATE ¢yi'-¢o.lit is-i�•i�iaif3o:- '3!�iaixi¢c¢v�•.2d'oi3�viva'=3a;SaSE:x� r�¢ � 'docbcoz:¢a¢o •'¢'Va'oco ss>w�d,iioda¢3c�d $TATIGNA RY ODJECT _ � n THIS E R � s oo�ecT� It I U 24" t - 12" �. _ On a rear mount installation you must move one of the idlers ---�-+ Your foundation is important. Please do not cut corners. Ito the lower center hole and look at the above drawing as to 71 in I A full strong foundation is important. chain travel. You should not need to cut the cover for most _ - -� -, installations. V M . . t , _ _ �.. . v >~ . > � � ' ' ' ►D � ' o j I CO NC. _ c��w � N y�,Ic;"X81tG"Dh4 - G41. i3LK F1 � T>✓r2 - ' I T I I• , I I . NSW h�'w1 ;L tvG'f W t tNF• r'r I > v: + H00Ii:EC N C'a. FOR- R I � � 4 INTO FT � ' 11 ! I ' ' 1 I ' ' ! n , i ;-1 , ! ►1 (t } f I 1 1 i �Tt�4�C� p ��. F/ KG C. f=T6, '7"'1'PI: 1L 1 LO Cl r '11, F�:r�• ��Qt► GIIC 1 ( f ! Anchoring Systems I �•• r � ` ` 4 � C Cz-�, � ,o O ��f'U,(JG t �/c 4.2.1 _ _ - - HVA Adhesive System �ti1W tit �� 1. ��Nc� o a I , NODALCO ENGINEERING, INC: SHEET Ho, 3 of _ r ho N } - � STRUCTURAL ENGINEERS CALCULATED er. �N Dar ' g HVA Ultimate Bond Strength and Steel Strength for Rebar in Concrete `a _ f - CARLOS A, NODAL -- P.E. p40235 - _ `° ® o ( I i ■ ■ NEI 502 N. HIATUS ROAD: SUNRISE: FL. 33331 COXED BY, DATE• Nv -Illtlttra Bond Strength Grade 60 Rebar -�� � ( - � t a a "� f r 741-2372 Fax. (934) 741-0835 Embedment Adhesive I _ 1 �`' UL 0 Rebar Depth. Capsule(s) 2000 psi 3000 psi 4000 psi 6000 psi Yield Tensile ~ all Size Required (13.8 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) Strength Strength / __.___._ n 1 tn.(mm) I (kN) Ib (kN) lb (kN) lb (kN) lb (kN) lb (W) 1 i� I r " G:0 t.. tr Iw k p� I t 1 ! I t t _} 6320 7150 7970 9620 �r'4`rI'd 11� V 127. I I ► , 89) (28.1) 31.8 (35.5) (42.8) ! ! I 1 1 ,�-7--�c-. , I + ItI ' 9480 10720 11960 1443tJ 13 (133) 2-.11,x 3/► (42.2) (47.7) (53.2) (64.2) (29.4) (44.0) � 1.-t t...f..., COLUMN 7 _1/, 1264D 14290 15940 19240 E D ti L 3/ I I e (178) 2 x 3l: (56.2) (63.6) 4tp -'147. 9680 10980 . 12270 14850 8 1 (43.1) (48.8) (54.6) (66:1) C •- I~ 2 t L " '• l sale 1-'/�x4v,& 16460 18400 22280 12000 18000 Q� RE I t-1 •ra�2 t"� M E- 14520 -- _ , I I I 14 (162) 1-'/,x3'1: (6L6) (73.2). (81,9) (99.1) (53.4) (80.1) M ,� I �I 0'/2 2-'/rx4'/, 19360 21950 24530 29710 I I f t J *.� 1, 1�(.,{ 3'f� �/�/• ��I �W + + 7 6 1D9.1 132.2) of _�..�TdNC? Q FO ST 3-O>( 3- Cd A I U- cep ____ W rte, ° (216) (86.1) (9 . ) ( ) LU I f ' _ I I I 3 . C,I =. "M� at G-111X 41 X iut� P4�T �s � t tir I_ } �-• ■ lads • I I I tt GONG• _�; �. �Uf'T'4gT POaT 10 13e r 7` . SST ��•�? �TC•r5. A2e ro ulz�.� � 1 l 2 ' o` Ro _ _ r. _ ___ I O t I.LIiJC� GATi< 4"� I f 1 ,&-T F- Moro ,^ . 0 41I caNc. �LAa� ©� G ATly �� - 1 ., _ E �- . 201 tiV/�t-�° G aFa caF .0-0t�c, '3IVEWA1- HAMMOND: 515J LIC.#FILER: 3144, I I I ' . N.6iN.._ t . t.e.lc,. ._�t�4-r p. �tG� 1 Rt�t>✓ FENCE 2 . T ��.A /4rl NO.: 0022 - - Itom► �; wt. P comm } ... "-� i . . ��- t.-/�.G�� t d_ Er X t��'C,---�-t f� � 5t�P� �l D G5 .Y n..._,i_L{r� _. -_. _._-•--- ' r I �'! ' _ ' /I I 1 ( I -I fi � .�,�J•� f1..)`ti � j _ --- ._ _I-r � !, tt �! i .. il_-i ..1�.�.. •. ?-It h, ___^ --------� { ;` l XI �. , 1: I I _-i- - -t- � , � , - I - i ' _ -�:� ��= f__ •� j-�; :, �� 1 „ 1� ,I I I ,' � `.,,s -� I ',?; I , � s:� �I"�� �aP , ; ; I ; ; ; I I � ►� � I ' SHEET: -7 ' t l ; II l f,• ; I , -- - d-IS �'�5 I i I ! ! I _ I �; ' I' I I � / ;# � , ! 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