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dQ� REVISIONS <br /> 1. IMPACT RESISTANT CU21NG OPTON -IMPACT RESISTANT 73 GA HORIZ ANGIE <br /> CLAZING SYSTEM MAY BE INSTALLED IN TOP OR IN7ERMmIAIE P1 REVISED MODELS <br /> SECTION (WIiH OR MAIHOUT DE(bRATIVE INSERTS).GLAZING GRT 1/22/74 <br /> SHALL BE 1/4' POLYCARBONAIE.MAXIMUM GLAZING 13 GA FLAG ANCLE ' <br /> DIMENSIONS SHALL BE 14'x 46'CUTOUT,FASTENm WIIH A �{DOOR <br /> MINIMUM /8 X 1'SMS: 3X ALONC THE HORIZONTAL AND 3% <br /> ALONG 7HE VER7ICAL SEE DETAIL E ON SHEET 2 FOR 16 GA MIN HORR <br /> ASSEMBLY OETAILS TRACK � , A <br /> 2.NON-IMPACT ROSTANT GLAZING OPTION- .090' NINIMUN 5/16x1-5/8' HEET ' <br /> SSB GLAZING IN MOLDm FRANES SCREWED TOGEiHER VATH A UG SCREW(MIN 3 I <br /> MINIMUM OF(10)p8z1'SCREN5 INSTALLED IN TOP OR pS SHONN) <br /> INTERMEOIATE SECTION(WITH OR WITHOUT DECORATIVE ' <br /> INSERTS)MEE75 UNIFORM STATIC H7ND PRESSURES SI10WN ON �4)7/4-20:9/16'LARGE ' <br /> THIS DRAWING.MAXIMUM GLAZING DIMENSIONS SHALL BE 15' F��D TRACK BOLTS OR <br /> z 46" CUTOUT CIAZING IS NOT IMPACT RESISTANT AND DOES 7I4-20 S7UDS WITH <br /> NOT MEET iHE REQUIREMENTS FOR H7ND-BORNE DEBRIS 7/4-20 HDC NUTS _ <br /> REGIONS. 15 GA MIN VER7 • � B <br /> 3.VINYL OR WOOD DOOR STOP NAILED A MA7(IMUM OF 6� TRACK . <br /> O.C.MUST OVERLAP TOP AND BO7H ENOS OF PANEIS �� �� <br /> NINIMUM 7/16"TO NEET NEGATVE PRESSURES. 1/4-20x9/16'iRACK � <br /> BDLT AND 1/4-20 HE% , � � <br /> 4.KEY LOCN,SL1DE LOCKS,OR OPERATOR REQUIRED. NUT AT EACH.B-US I � <br /> JAYB BRACKET LOCATON C , <br /> 5.LWVER OPTON — .040'MININUM LOUVERS IN MOLDED EE7 <br /> FRANES SCREWED TOGETHER lN7H A NIN�MUM OF(10)�Bx1' <br /> SCREWS INSTALLED IN THE 80TT01I SECTION. LOUVERS ARE 5/16x1-5/B'LAG <br /> NOTIHPACT RESISTANT AND DO NOT MEET THE SCREW AT EACH 76 GA DWBLE . <br /> REQUIREMEN75 FOR NAND—BORNE DEBRIS REGIONS. JAMB BRACKEi 1• END STILE . <br /> 6.FACER STEEL TO HAVE A MININUN 27 GA THICKNESS AND �. <br /> BACKER STEEL TO NAVE A MINIMUM 29 GA THICKNESS <br /> 7.A 4-1/2�z 8' x 22 GA BAd(ER PLATE IS TO BE � � � <br /> LOCATED AT EVERY INTEFiMEDIA7E AND OUTER END HINGE 75 GA STIFFENED JAMB ' I <br /> LOCATION. BRACKETS � <br /> 8.7HE DESIGN OF 7HE SUPPORIING STRUCTURAL ELEMENTS ��HEDULE FOR I � <br /> SHALL BE THE RESPONSIBILIN Of 7HE PROFESSIONAL OF OUANTITY,LOCATION, <br /> RECORD FOR THE BUILDING OR STRUC7URE AND IN AND TYPE <br /> ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS �� ' <br /> LISTED DN 1H15�RAVANG. KEY LDCK OR SLJDE , <br /> LOCK EApi END(NDT <br /> 9.DOOR JANB TO BE MININUM 2t4 STRUCNRAL GRADE REOUIRm WITH �� <br /> LUNBER. REFER TO JAMB CONNECiION SUPPLENENT FOR OPERATOFi— SEE <br /> ATTRCHMENT TO SUPPORTING STFiUCNRE NOiE 4). SIJDE LOCK � <br /> SHOWN FOR CLARITY <br /> 10.FOR LOW HEAD ROON LIFT CONDI7ION5,TOP BRACKET <br /> SHALL BE A 13 GA LHR 7/4 TOP BRACKET 641THOUT <br /> PUCHNUTS AND N7iH A MINIMUM OF(3)7/4-14a7/8�SELF <br /> DRIWNG,CRIMPTITE SCREWS IN LIEU dF 7HE BRAqCET SHOWN N0.'� (4)SECTION SOLID p <br /> ON 1HIS DRAWING. U—BAR ON TOP SECTION SHALL BE DDOR SHOWN. SEE NOTES <br /> 'INSTALLED ON 70P OF LHR TOP BRACKETS. 1 dc 2 7HIS SHEET FOR SHEET <br /> GUVJNG OPTIONS <br /> SUPERIMPOSED DESIGN PRESSURE <br /> LOADS ON SUPPORTING STRUCTURE <br /> JAMB BRAq(ET SCHEDULE <br /> DOOR DOOR UNIFORM LOAD EACH JAMB(PL� M A A <br /> N7D7H H�GHT OOOR N0. OF gRAqCE75 BRACKEfS NEASURm FROM BOTTOM <br /> �0'-2' ALL +152.5/-170.3 HEICHT SECTIONS�EACH JAMB) OF TRACK(ALL DIMENSIONS t 2') <br /> 12'-2� ALL t1825/-203.8 6-6 4 7 2 JB—US 10 JB—US 21-3 4 JB—US 29-3 4 JB—US 39 JB—US 48 .6—US 57-1 4 JB—US <br /> 74'-2' ALL +2125/-237.3 ��—�� 4 7 2 JB—US, 10 JB—US,27-3 4 JB—US, 29-3 4 JB—US,42 JB—US,52-1 2 JB—US, 63-1 4 J8—I15 <br /> 15'—Y ALL +227.5/-254.0 �-8 4 OR 5 8 2 JB—US, 10 JB—US, 18-3 4 JB—US,26—J 4 JB—US,J6 JB—US,45 JB—US, 5�-1 4 JB—US, 74-1 JB—US <br /> 8 2 JB—US 10 JB—US 21— 4 JB—US 29—J 4 JB—US J9 JB—US 48 .B—US 57-1 2 JB—US 75-1 �IB—US <br /> 16�—Y ALL +2425/-270.8 8— SEE NOTE BELOW <br /> NOTE: <br /> (JB—US)FOLLOWING DIMENSION DENOTES AOT7ED JAMB BRACKET ATTAqim TO 7RACK NiTH 1�4-20:9/16'iRAq(BOLT AND NUi AS SHDWN ABOVE. <br /> ALL OOORS GREATER 7HAN B�IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT IRACK CHART FOR DETAILS. <br /> STATIC PRESSURE RAl1NGS APPROVED SIZES SCALE. N.T.S. SIZE. A I <br /> Wayne� DESIGN (PSF): +30.00/-33.50 MAX WID�-I: 16'-2" DATE NAME � <br /> TEST (PSF): +45.00/-50.25 MAX HEIGHT: 24'-0" DRAWN 6/12/13 GRT <br /> MARK A.SAYACKI,PE palton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:24"CHECKED <br /> Z50�SLENISVILLL T%75067�ZD� MODELS 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 SHEET � OF 2 <br /> R PE�28�} DIVISION OF OVERHEAD DOOR COR DRAWING PART NO. REV. <br /> T%PE 106291 <br /> 3395 ADDISON DRIVE <br /> PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2242 352071 P1 <br />� VERIFlCATIIXJ OF WiNDLOAD LONS7RUCT10N DETAILS. 850 474-9890 <br /> I � <br />