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MMUPAGTURER: <br /> TABLE3-FRAMINGSILL7RACKANq10RAGECMACININPSP FRAMING ANCf10RAGE SEL�CTION � � � ' <br /> PUNCTION OP ANCttOR 7YPE AND NUMBCR OP PAIR CLU5TER5 <br /> ATMCCTfNGANDINT�RLOCKSTILCS HEADER TRACK - INTERLOCK ANO MEETING STILES <br /> NODEL GT1175 FS� USE CLUSTER OF ANCHORS TYPE A1, CI,OR D1 <br /> ANCIQIR TYPE AHO 9�F PAIR/CLUSTERS <1) ANCHOR TYPE Ai, CI OR DI SPACED AT 4'�C SEE TABLE 4 F�R CAPACITY (�JABCOEMRANCESINC <br /> FH DM TYPE A �R C FOR ALL L�AD CONDITIONS TYPICAL 9ETVEEN CLUSTER <br /> <IN) IN) 3 PA R 0. IERS IR IERS ANCIiORS Al, Cl OR Dl MODEL GT1175 FBO S826ViB717 GEMINI DRIVE <br /> 36 105 70 SPRLED AT NAX 2D' OC END CLUSTERS� USE 1/2 OF MUSKE00,WISCONSIN 63150 <br /> 3 7 65 THE ANCHORS REQUIRED FOR PHONE:(877)822•2884 <br /> 42 90 60 THE INTERI4EDIATE STILES FAX:(282)878-2505 <br /> 92 45 84 _ 56 4 � <br /> 54 70 47 5� MAX. MAX. MAX. MAX. 4 PRGDUCr: <br /> 36 10l 67 ', , 20'�C�___- ---- ZU'OC�___-1____�20'OC -----�----�ZO'�C - „ <br /> s ____� �__� SYSTEM GT I I 75 <br /> , 42 87 rJ8 � tJ L____ ____J L____ ____J L____ <br /> N NONIMPACTRATED <br /> 96 45 81 54 ----- — ------- � AllTOMATIC SLI�ING G1f55 DOOR <br /> aa �e si ^ <br /> ----- _=___ <br /> _____ ------ <br /> 3 � » q(I� � p ql U �� <br /> �9 90 60 �'644 �� ��'� � I� �'jl� �� � qQ��'+ <br /> 100 45 78 52 o d+� c �� ���� � �� ���II II g � �,� ENGINeER1NG: <br /> 48 73 48 u8=.n^. � �� /� � � �� �� �/� �� �� �� ��^� <br /> a9 �o a� d�� � I� � I � q I� q �� �� �ti�� ENGCO INC. �„e,�s <br /> 36 93 52 ��J,� � _ Qo�� � 5595CWiNGCDR.2o1 <br /> 39 86 5 a"�"a llM DM DM DM I q DAVIE, PL. 33314 <br /> 1�4 5��=4 �� �I I� �I �� � �{ �� �ti�a-= Tel.�(954)585-0304 <br /> 45 75 50 � II II II � I �� � I� �� ry��ro WtiN-/•ENGCOINC.COM <br /> 48 70 'f7 N��`� �I f` I� /�/ II � I I �I � KKL'l� ,'���IIIIDEI/i����, <br /> 0 <br /> �"•� I1 i���I f� � I I� �I I�/ �� � ���� ��.�•'p�",..,.,,..F��(/F�•..,. <br /> "fn. � c ¢ao`D �� r•d�CENy...k <br /> �a�� II I�{�l I I I �f ll .,- �.t�• v F �'..= <br /> P II I�i�l I �I I� �1 �� � �a No 52609 �_ <br /> M�DEL 'uT1175-FS � _____� � ----- � ----- �_____ � �/t� 7t 7t C <br /> <ll PAIR OF ANCH'�RS _ � - <br /> TYPE A On C 'r 1 ^ ^ ^ y� F !�j ' <br /> � �- MAX, MAX, 36 i�,P �(pRI�A+;�����,,: <br /> TABLE4-PRAMINGHEAOERTRACKANCHOWIGCCAPACININPSP �40'OC� �40'�C� � � _"� ��� , ,. (�''�p <br /> FUNCTION OP ANCHORTYF'E AND NUMBER CP ClUSTERS 3� � 43� ,'s���NAL ����� <br /> ATM[ETINGANDINTrNLOC7C5T�LE5 + SILL TRACK - TYPICAL PAIR OF ANCHOR •.�,������i���� <br /> A �R C C�USTERED IN 2 OR 3 PAIRS MOOEL GTf175-FB� CLUSTER p� �6 ZOS� <br /> APJCHOR TYPE AND ii OF SINGLE ROLJ/CLUSTERS SPACED AT 4'OC - SEE TADLE 3 FOR CA?ACITY 2 PAIR OF ANCH[1RS TYPE A uE EngmeerSeal <br /> FH DM A 1 C! ll l TYFE OR C SPACED AT 4'[]C PeGro De Piguaredo-PE 52609 <br /> I N I N 10 F3 0 8 6 4 :0 8 6 4 CLUSTERS <br /> 36 106 106 79 53 106 97 72 AB 106 90 68 45 - 4�- 'I4 _ 4�' 4 MIAMI•�ADE BCCO: <br /> 39 97 97 73 9 97 8 67 45 97 83 2 ' � <br /> 9� 42 90 9U 68 45 90 83 62 41 90 77 59 39 Mo m �� ' �_ ' _ � _ �.� <br /> 45 8R 84 63 42 8 77 58 39 4 72 54 36 4 ¢ 4 <br /> 48 79 79 59 40 79 72 54 36 79 68 51 34 BE7NEEN CLUSTERS <br /> 54 70 70 53 35 70 6A 48 32 70 60 45 30 [NTERLOLK 14EETING INTERLOCK �����~ <br /> 36 LO1 101 76 51 i01 93 69 46 !01 87 65 43 CLUSTER CLUSTER CLUST£R ��e � 2; �'7- <br /> 39 3 93 - 0 - 7 - B. 64 43- 80 60 AO NOM� - ' - <br /> 96 42 87 87 65 43 87 79 59 40 87 74 56 37 ANCFIORTYF'r5: MIN(MUM FDGE n��M�D�����Centro <br /> 6 41 61 7i 56 37 81 69 5 DISTANCE • <br /> 48 76 76 57 38 76 69 52 35 76 65 49 32 A- I/�°TAPCON BY ITVJ`MTH I 3!�"MIN_EMBCDMENT 1NT0 3000 PSI CONCRETE 2 I/2° o>•�<<„`.�l^-•:'-_'"-� <br /> 2 7 53 35 8 3z 0 30 AI-5/I6"TAPCON BY 17W WITH I 3/4"MIN.EMBEDMEN7 INTO 3000 P51 CONCRETE 2 3/16' ) <br /> 9 3 89 4 62 2 D- 1/4'TAPCON BY ITW 4YITH I I/4"MIN.EMBEDMENT fNTO HOLLOW BLOCK 2 I!2° <br /> 39 90 90 67 45 90 82 61 41 90 77 57 38 C- I/4"TAPCON BY ITW WITIi I I/2°MIN.EMBEDh1ENT INTO PT WCOD SG=0.55) I' <br /> !00 3 ' C I-5116"TAPCON P =I I 5 Ksi BY INJ WITt1 I 1/2°MIN.[M�EDMENT INTO PT WOOD SG�0.55 I I/4° <br /> 45_ 78_ 78 56 39 78 71 53 36 78 �66 50 33 DATC: ICVIO/2013 <br /> 49 73 73 55 36 73 67 50 33 73 62 47 31 D- I/4-I 4 GR 5 SHEEI'METAL SGREWS INTO !8°M�TAL 9TRUCTURES I!2" 9CALE:NA <br /> �7 5 70 4 70 60 '' 3 D I-5/I 6-l8 GR 5 3HEF7 METAL SCREWS INTO I/8'ME7AL STRUGTURES I° DC31GN eY:PPMF <br /> 36 93 93 70 A7 93 85 64 43 93 80 60 40 NOTeS: <br /> 39 86 86 65 43 86 9 59 39 8 74 55 37 I-MINIMUM CMBCDMENT ARC BCYDND WALL D'�-�'i51NG 2-TAPCON5 W17H PLA7,NP�(ANDlOR PAN HCADS CM!BC U9ED <br /> 104 42 60 80 b0 40 8G 73 55 37 80 68 5 i 3ti 3•tdETAL STRUCYURfS l�RE ASTM A36 STEEL OR 6063-T6 l�LUMINUM 4•hNCt10R 1YPC D MUST FIAVC A MINIMUM 3 TI1RfA0.5 EMOED�7CNT �hEE7 p�q1A/�NG N: <br /> 45 75 75 56 7 75 68 51 75 6 48 32 5-NEAOyR i JAMB A,�Ct10R5 ARE INSTAUPD INTO A SINGLC ROW 6-Slil ANCHORS ARC DI,iTRIBUTED INTO TWO IN L1N�ROWS I 3 OF 2 I I?_-09 I <br /> 48 70 70 53 35 70 64 48 32 70 60 4� 30 --'- <br />