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8 � 6
<br /> D NOTES 5 4 3
<br /> 2 1
<br /> �FAT TpqCK rw �.. •_�aeaw REVISIONS
<br /> �i � � �p Mi[ ,wp��
<br /> 'JODO�t — PEIFASE PEA FA 11�3 IU SR
<br /> LA21NC OP11pNS-.OBO�AHNIMUM E DOOR I � o�oa A q pEq Eq ������� c�
<br /> SSB CLAZING IN NOlDEO FRAMES »�A HORIZ ANGLE
<br /> SCFENfO TOGEn1EA N11ry A AIINIMUM OF ,4 20 CA CENTER S11LE i
<br /> (10)aB�l"SCREWS WSTALLED M TOP pp , 10 GA END S71LE I
<br /> INTERNEDIAIE 5EC110N(N7TH pqµ17Hp�7 I7 CA F�A�ANGIE , NEET
<br /> D DECORAP1rE INSFRTS)NEETS UNIFORM
<br /> STA71C YAND PRESSZIftES 4i0WN ON T�{�5
<br /> DRAM7NG.GLALfiC SH�LL HAVE p 16 GA AIIN HORIZ �
<br /> MA%IAQ1M X�CHT OF 10,69'AND A �A�
<br /> MN%IMUN�ryGTM OF 16.94' (�qnNC IS • � D
<br /> NOT INPACT RESISTANT ANO DOES NOT 5/�8��_S�Ba �' I
<br /> MEET IHE REWIRENENTS FOR �AC SCREW(MM 3 m .m
<br /> N1ND-BORNE DEBFIS ftEqONS. AS SHOKN) t •o
<br /> 2.YINY�OR W000 DOOR STOP NAI{,�D A �����6'ZD�9/I6'LARCE , � m
<br /> MAXIAIUM pF 6'O.C.NUST OVEF�qP TOP HEAD iRACN BOLTS OR �
<br /> ANO 90TN FJIDS OF PANELS MININUN ��f-20 SNDS 1N1H 0 ,
<br /> 7/18"70 MEE7 NEGATI4E PRESSURES. ��4-ZO HEX NUTS �
<br /> 3.NEY LOCK,SIJDE LOCKS,pR 18 CA MIN�ERT
<br /> 0 �
<br /> OPERATOR RE�UIRm. TRACK C, ,0 I
<br /> 4.LW1£q OpTIpN-.0{0'MIfJIMUM �/4-YOr9/I6'TqqCN m
<br /> LOUVERS IN AIpLpEp FqMAES SCREKED BOLT AND 1/4-20 HE% : � B MEET
<br /> TOGE7HFR YA1H A NINIMUM 0� 10) NUT AT EACM JB-U$ i ' m TYP
<br /> SCREYS INS7A�0 IN iHE BOiT01I �M�• ��B BRACKE7 LOCATION HEET
<br /> SECTION,�pUVERS ARE NOT INPACT e
<br /> RESIS7AN7 ANO DO NOi MEET iHE o
<br /> REOUIREAIENTS FIXi YAND-BOqNE DEBRIS 5/16v1-5/0'lAC
<br /> REGONS, SCREW AT EACH .
<br /> JANB BRA�I(ET � � I
<br /> C` 5.SEC110N S7EEL LO HAVE A MINIMUN
<br /> 26 CA iH�G(NESS. .��
<br /> '0' ^
<br /> 6.1HE DE9GN OF fi{E SUPPORTNG `
<br /> 57AUC7URAL ELENQJ75 SHALL 9E TiE : .o.
<br /> RESPONSIBILITY OF h{E PROFESSIONAI. 15 GA S7IFFENED
<br /> OF RECORO FOfl hIE BUILDING OR JAMB BRACNETS ' °
<br /> SIpUCNPE AND IN A�COFtDANCE N1Ti SEE SCHE(pULE i0R f
<br /> CURRENT HUILpINC COOES�OP TNE pUANITY,LOCAlION, �
<br /> LOADS USIED ON iHIS ORAWING. AND TYPE
<br /> 7•DOd2 JAMB TO BE NINIYUN yY4 KEY LOCK OF SLIDE LOCN 0 I
<br /> STRUCNRA{,GRAOE LUNBEfl. REfER TO EACH END(NOT REOUIRED �m.
<br /> JAMB COI/NECTION SI1PpLENENT FOR Ni7H ppERATOF-SEE �
<br /> ATTACHMENT TO S1IPPORTINC STftUCNRE. NOIE 3). AJOE LOCK , �.
<br /> 910WN FOR 0.ARITY j � o
<br /> B.FOR LOW ryEAO ROON LIFT %
<br /> CON�I110N5,TOP 6RACKET SHALL BE A � ET
<br /> ���A L.HH 7/1 TOP BHAO(ET YRTH q tl07E, (4)SECTON SOLID OOOp �
<br /> MININUN pF(3)I/4-1{N7/9'SEI,F SHONN. SEE SHEET Z FOR U-BAR
<br /> DRILUN�CRIM7TITE SCREWS IN IJEU pi' �p�pnOryS pN DOORS M1TH O7NER
<br /> THE 9RAp(ET SHpW{�ON TNIS�RAN9NC. SECTON QUANTITIES AND SEE NOTE I
<br /> U-BAR ON TOG SECTION 91p��BE iFAS$HEEi FOF GIAZING OPTIONS. ��RIE�_ 16'Dooa SNONw, SEE SiATI,Pf2ESSURE RATINGS APPROVED SIZES
<br /> INSTA�pry Tpp pp WR Tp� S71EET 2 FOR HMGE ANO STILE
<br /> BRACKE75. �� LOCAnONs Od On7ER 92E 000RS. DESIGN PR SURE(PSF): 23/-25 MAx N1Dhl; 18�
<br /> B 9.IN L1EU pF THE g1ppT PANEL I MAX HEIGHT: 14'
<br /> ENBO55NENT SHOv,N,L�C PANEL IMPACT/CYC C RATEO: NO MAX SECTION HEIGNT: 21"
<br /> EMBOSS�dENT,VIZ pqryd p�BDSSMENT
<br /> OR NO�BOSSMQVi MAY BE USED. I B
<br /> JAMB BRACKET SCHEDULE
<br /> DOOR NO.OF gflACJfET58 TRACK A � Nd
<br /> HEIGHT SECTIOfiS�EA���8� TypE BRACKE75 MEASURm FAOM BOTTOM
<br /> OF TRACK(ALL DIMQd9pry5 3 2�)
<br /> 6��6• 4 { FAT 10' JB-U5.25-!6 ,B-US).J9 JB-U5.57-1 l JB-US
<br /> 6 NGR 5 STD.22 510.JS J{ STD,54-3 4 STD,67 STD,7J STD
<br /> �•_p• 4 4 FAT 10 (,B-US,29-]4 ,g-US),42 JB-US).83-1 4" J6-US
<br /> e HGR s(sro,zz•(sro,as a/�•<sm>,54-5/4' STD,67' STD),73''S7D)
<br /> 7'-6' S 6 FAT Z'�JB-US,10'(J9-USj,26-3/4' ,J9-US),45' JB-US).6J' JB-US.74-1/2' JB-I15
<br /> 14 CA MIN � NGR s• sm,x2• sro,ss a 4' SiD,54-3 4' STD sr sro,�a• sro.ea• sm �
<br /> HEAOPLATE 8._p. 5 8 FAT 2'(JB-US).10'(JB-USI.29-J/4'(�-US).48°(JB-USI.57-I/2°(JB-USJ.77-1/2��(,B-U$ �
<br /> � NCR s sm.s2� sm 75 7 4' SiD sa_y t• sro,sr sro,�a• sro.es• sm �
<br /> B-0 SEE NOTE BELOW
<br /> No7E:
<br /> 18 CA HORIZONTA� (FAT AND NGR)FpLLOWWC OIMEN510N�ENOTES SLOTTEp JANB BRACNET A7TACHED TO iRACN WITH 1/1-pOv9/18'TRACK BOLT AND NUT. •
<br /> 5/Ifirl-5/8° �A� ALL DOORS CREATQi 741pry 8'IN NEIGHT REWIRE USE OF CONIINUWS Wly�ANCLE.SEE SUPPLEAdENT TRAd(CHA{2T FOR DETAI�S. MARK A.SAWICKI, PE
<br /> �G 2501 S.STATE HWY 121,SUITE 200
<br /> A S�EW 15 CA MIN i LEWISVILI.E,TX 75067
<br /> AT EACH mansnon ewag SUPERIMPOSED DESIGN PRESSURE FL PE 72613
<br /> BRACNET �ACKMIN VERT LOADS ON SUPPORTING STRUCTURE SERf ES 170-177 180-1 g7 Tx PE 106291 A
<br /> DoOR DOOR � PRpFE$SIONAL ENCMEER'S SE41 PpOVIDEp ONLY FOH
<br /> 12 GA JAN9 X7D1H Hpp{7 UNIFORM LOA�EACH JANB(PLF) VERIFlCA¶DN OF WIND LOAO CANSIpUCTION OEfAl1.5.
<br /> BRACKEiS SEE THE ORAWG45 AND ALL OIXFA INFDPNaTION WNfNXm NEPOfi Ng iNE�NfIDENML/J0 PP�FAIELIM PPOPFAT/OP DYERNFM N COIiPoMTON ANO 115 iiFIIUIID C01�AN�5. MIS DPnN1NG
<br /> SCNmULE FOR ���-�' ALL ♦I75.0-125.0 �����'n�•M���N PARf.WY NOT BE CORm P/,WY y/fy�Q�pA p5qp5m TD NAVNE 1YIfNq�7 RE PWOp
<br /> INV OF T05 ItqWNG INi0PYA71 N K PI 7 A Op 71 TO R p A`lY C�����OP WRPRtAi16V. ryp pSCI�AIpE pf
<br /> OUANTITY. IY-0' ALL +I36.0-15p.0 mn"'mumeaoo�qmta� FINISM .. n.u,i.u.a. TM���� �� N pT��O DOOR RVORA110N.
<br /> LOCATION ANp 14'-0 ALL +I61.0-175.0
<br /> TPE IS-0 ALL UNGFR.391�.OW/-.00] �� N�A �' �' �n $EF�E$ �7�. 18�Va�
<br /> 'NGR'7RACK 1YpF i17j.5/-167.5 � 161 TO.600 4.pp6/-.00J NU4BF.1F: t.� �� G.TA1'LOR 10/19�I0
<br /> 76-0 ALL +18�.0-Z00.0 ^°�^' �WEn.SOo f.poa/-.00] 'yy t'� ��Oi' � W54, 16'61A%WIOE
<br /> �iwr� .wx t.OiO Y�URE M.SAWICKI 10/25/10
<br /> � 8 RFf DWC USED ON 3 I/IB /.ypFS; f,g EACH N�� i F 7JONG 71�$3�10 � D—41 1 046
<br /> � 6 5 4 3 N.T.S. vm a z
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