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00-0884-004 E'� - 1 S D,ut (,U o 2 NODALCO ENGINEERING, INC. Joss 5'`nN c' l cjDl„'k ` SL.IDER INSTALLATION Pronf Mount • SIEET►o.t �• NODALCO :ENGINEERING,:. INC. a s TRUCTU RAL ENGINEERS N INFERS n STRUCTURAL ENGINEERS SIEET lao, - CARLOS A. NODAL - P.E. r¢•t9205 CA.CLLAifD Br. 1iI�IIf pqt � 0p0 _ 4502 N. HIATUS ROAD: SUNRISE: FL. 33331 CARLOS A. NODAL'- P.E. 49203 CALCULATED 8r• -•�1i'�/ i.aa•�:,c,r:,,,. NEI :. MODEL SUNRISE:FL. 33331 DaT . 5- or)e. ' SL- 100 Ph. (934) 741-2372 Fax. (934) ?41-11833 DECKED BY. �yTC, 4502 N. HIATUS ROAD; DECKED By. ;�•�� t7 : - SCALE, Ph. (034) ?4l-2572 Fax. (034) 741-0833. DATG a SCALE, - d �. DATE REVISION 1 1 I I 1 t I 1 t 7.7 � ' ! I ! I I I 1 1 L ' I { ,h" . �; '.� _ �<r. 1=OUnC�atlOn Installation ✓ I -� ,.. 1 f I I I I ! I ! � : m •°'�` ""'� CORRECT A.C. INSTALLATION S: C1 '' I I/ t t -( GATETRACK ) S1MTC11 110'MA IC 14 O'CHAIN RED IIEAD DOLTS GATE TRACK FOUR PLACES FOOTING FOR KEEP THE E CHAIN =I I s_ STRAIGHTIIIIII . ll�� � 'i------ YOU MUST USE rWD PIPES �- �• t -FOR BLASTER ANO SLAVE.ONE CHAIN DISTANCE FROM - 1 1 �' ,_- e(; .n-r�rr,.__ t GATETRACK .,r I I I n I I ' I t f I ! I 1 I ! _ -- ��,� ��,• FOR HIGH VOLTAGE AND ONE � oR LOW VOLTAGE GATE IS ABOUT 4" When possible try �.ouho �.� t '9° ELECTRICAL and install 4"above ho ground level - ''ob'000° Be sure to run the chain under the idler and over the sprocket. ! 'v FOR (MASTER AND SLAVE)GATE ATE OPERATOR o o `usE A SEPARATE PIPE Make sure the chain is straight after leaving the operator and GATE GPEF2ATOR r` o` ` ° n� connecting to the gate brackets. LLL -T-I - , - 1- This is the basic layout for the foundation and electrical. If Rear Mount r_ you are going to use two operators (Master and Slave) make sure you run two separate pipes for the electrical one for high voltage and one for low voltage LOOK AT PATH OF , CRAM RACKET - I J ) -_1 �i - MAKE IS I - - - - - c. , _ YOU L P 0 AT i'�:�3i'di...,�c;t'Si•.z�::::z:ad�•e:1•iidrii�2;c.;:c•�::Sc.;�' zu d•.ivi¢ ¢ ;i3a'vatiaoaiici:dxi�oe•3»vAc:3���c r::c•;c,3i�e• e ' ! ( I _ t.AS'rr R THIS E R STATIONARY OBJECT PUT GEAR ON GATE i I I I t STATIONARY u rtmara: 24 - PATT E N I r,cmcmtm I OBJECT _ - 12" 24 F fill Your foundation is important. Please do not cut corners. On a rear mount installation you must move one of the idlers ! ! ! 1 I I - 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 I_ C _ _ . ,:� - _,��� f't.. _ _ _ a_ '°� l'.*�_ '=� _ T-' 91 ., i1- ,r- ; I ILI I -YF f . i I ' i ' I I 1 / �,,.,, V(r+ .�311 (. fit•'1C-, CO L. . L" ;L i t I I I I ! I ,J N eW MIFTAL GYM: 1i, �- (�' y � �- P � -- l I 1 !- ;;--� � r\ co• �f-* . N 1.• (` I!L(�,.I+� �Jf , 7;i- - _► 4 t-ioov.ar IN T� FTG. LL Q4n X u,lPl� T� �� ., Anchoring Systems - �.x~.,°_� W j' �Z. 5�Q Vk/10�( ,,� - - - - -12411 II , . I I ,� �--- T1J, cc� A t-L. FACE L NODALCO LNGINEERING, INC. S►EET Ho.: 3 - � H�IA AdheSlVe $ySt('11l /�� STRUCTURAL ENGINEERS `�'.2.l: ,1j /Z.,9-, }� `+ .,& �r�{ T I, 1,► l I 1 Y E 4502 CAR tOTU A. NODAL - P.E. X49203 CALCULATED By, �/V DAT g c ; +'`1�= iT t,` e-TA L FEND t I t r� t'--T N t a S ROAD; SUNRISE: FL 33331 HVA Ultimate Bond Strength and Steel Strength for Rebar In Concrete o , # t�� r Ph, (034) 74L-.:372 Fax. (934) 741-0093 DECKED By, CAlE• g - • scAlEs Embedment Adhesive IIV .Ultlma Mond Strength Grade 60 Rebar -----••__. .•._.-._ _ -., e � � �� �� +` i o ,a ,+ A t1 nebar Depth Capsules) 2000 psi 3000 psi 4000 psl 6000 psl Yield Tensile '�I C�-•-.1� ■ In.(mm) Required (13.8 PAPA) (20.7 MPa) (27.6 MPa} (41.4 MPa) Strength Strength f -» III (kN) lb ktd Ib kN lb kN _ (1 + I 1 I I H a Ill I I I ► ( ) ( ( Ib (kPI) Ib (k11) �0• COt,I FTC I 31/2 1x , 6320 7150 7970) 9620) \��__, A VV *P C• I i I I i I I I i , `-;- '-- (89) 31.8 (42.8 2 F V+lA I ' (28.1} (35.5) N r1 tl Qi /�4!t Y ' e 1 w a t ! r `- 'i I , 1 I /3 5'/' 9x80 10720 11960 14430 6600 Y - T.��� v R T ., �•_ L � 1_ I 2-Lx3/: 9900 . (133) {42.2) (47.7) (53.2 (G4.2). : (29.4) (4 .0) I --� �d , � 164 - '= TI I 7 2-'/1x3'/: 1 0 14290 15940 19240 ' I I + -� _��.___ i (178) (� `�° '�° ( � {� (56.2) (63.G) (70.9) {85.6} '�J f1 - �. ll /�'.!. br (E{^�tA'"vE', !i-® a �!7� t! ! I ! ! I , 1 _ 8 1-'A,x4'/� 9680 10980 12270 14950 x, `' 1_1 I ( 08) (43.1) ('{8.8j (54.6) r •-� /•� � { S� •._ _ ___.. •�!._ rp4 1-/,x4/.8 14520' 16460 18400: - 22280 12000 1x000 (162) 1-'/1x3'!: (61.6) (73.2), (81.9) (99.1) 1200 ■ ' {aD.1j r Fji I 19360 21950 24530 29710 t !� "� a�� + .. _ - (216) (86.1) (97.6) (109.1) (132.2) fill IL 1 1 r--T-l- - i1 ! I ,At.l. 6tQC�, 1 CQNG. .,�• T _ ! _ ! /� t�tG--t•I �I->-�#t•? LINK F.EtlC� Wal-k fill 0 ct �� ) S1. F3 tot-O° RoL.LING GATE 41 0` lox o/� N( _ __ x t2c�Ll It,:G ct>'f CIA-CE mo-ro2 I�t=TA!_ -i-�ac>~ ® , 1` r LL L17 i f f i I _l -T I_!1_ i '''A � M- • 6.'©E' !�T�/ L_I r f -_ _ _ I 1 .DTI' st Y1 N 2 �� I�. ` ) 5/24/00 l4 . N OTC ' o - ©' .D �- 2�r±.�oVC s>.XI��T•... `aEG71o�t ..0_F. _.C.E?f~C, _ �lptL�►A�.tC �f !j-i_ 1T' i i �-� _ _� -I- ' ��e�t 'eV� N.trw._ tn It,t . . t_-r ,r�tce_ nlzivE ��, LIC. #1=1LER: 394 , �, I I I ! ! To -G�` }��'t", -�-r-rZ St c�PG 431 Pe's 'f.o._t.l_tr� _#_ _.._� COMM. 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