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, �� REVISIONS 1. NON—IMPACT RESISTANT GLALNG OPTION — .090' SEE U—BAR NOTE ON SHEET p3 CHANGES TO GFNERAL MINIMUM SSB QAZING IN MOLDED FRAM6 SCREN£D 73 GA HORIZ ANGIE 2 FOR U—BAR INS7ALLAl10N FORMAT AND CHANGED TOCE7HER WIIH A MININUM OF(6)/8x7'SCREYS FOR U—BAR FASTENER TYPE GLAZING 1N7H A MAXIMUM LENGTH OF 16.75" OR(�0) ; AT END CAPS AND b8z1'SCREWS FOR GLAZING INTH A MAXIMUM LENGTH OF �3 GA FLAG ANGLE I BOTTOM RETAINER. 39' INSTALLED IN TOP OR INTERNEDIAlE SECTION (H77H p� CHANGED CENTER HINGE OR WITHWT DECORAIIVE INSERTS)MEE75 UNIFORM � LDUVERA P7lON.ED .. STATIC DESIGN PRESSURES SI10NN ON TNIS DRAN7NG. 76 GA MIN HORIZ GLAZING SHALL HAVE A NAXINUM HEIGHT OF 13.75' TRACK A CHANGED STRUT GU21NG IS NOT IMPACT RESISTANT AND DOES NOT MEET 5 16x1-5 8' IDENTIFICAlION METHOD THE REQUIREMENTS FOR H1ND—BORNE DEBRIS RECIONS. ��S�� H�7 FROM COLORED PAINT 70 STAMPED NUMBER. 2.INPACT RESISTANT GLAZING OP110N—INPACT (►11N 3 AS • GRT 3/07/06 RESISTANT GLAZING SY57DA MAY BE INST/iLLm IN TOP ��) � � P4 ADDED IMPACT OR IN7ERNEDIATE SEC710N(1NTH OR N1iHWT DECORATIVE 76 GA NIN VERT 18 GA OPERATIXi STILE FACTORY ' RESISTANCE TO DOOR. INSERTS). GLA7ING SHALL BE 1/4'MAKROLON—AR �q�K ADFIERED TO CQJTER OF TOP SECTION ADDED JB JAMB BRACKET POLYCAF2BONAlE OR EOUAL GLAZING SHALL HAVE A MAXIMUM HEIGFiT OF 15.21'AND A MIWMUN LENGTH OF AT 2" LOCATION. ADDED 50.06'. GLALNG IS IMPACT RESISTANT AND DOES NEET 5/76a1-5/B'LA 20 GA END CAP � MODEL 6100. MODIFIED THE REOUIREMENTS FOR N7ND—BORNE D�RIS REGIONS SCREW AT EACH NOTE B TO STATE THAT SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS JAMB BRACKET LOUVERS ARE NOT IMPAC RESISTANT. GLA2m SECTION REQUIRES RONFORCENENT BRACKETS GRT 6/6/07 ATTACHED TO U—BAR ON UPPER INTEGRAL RIB (SEE 1/4-20x9/16�TRACK _ DETAIL G SHEET 2),18 CA J—STRUT SCREWED TO LOWER BOLi AND 1/4-20 HEX a - P5 MODIFED JAMB INTEGRAL RIB OF SECTION AND OPERATOR S71LE TO BE NUT AT EACH JB JAMB , � BRACKET SCHEDULE FOR FACTOF2Y INSTALLm. INSTALLER SHALL FlELD INSTALL(1) BRAq(ET LOCATION , • FAT OPTIDN. ADDED LHR 1/4-14x7/8'SELF ORILLING CRIMP7ITE SCREW TO ATTACH 1RACK DETAIL SHEET 2. TNE J—S1RUT TO THE INTEGRAL RIB ANO OPERATOR STILE GRT 4/17/OB AT THE CENTERLINE OF THE DOIXt PER DETAIL F ON SHEET 2 e � P6 ADDED IMPACT B RESISTANT GLA2ING. 3.VIN1L OR WOOD DOOR STOP NAILED A MNOMUM OF 6' ADDED TEXAS LICENSE O.C.MUST OVERLAP TOP AND BOTH ENDS OF PANELS � NUMBER TO TIiLE BLOCK. IAINIMUM 7/16'TO MEET NEGATIVE PRESSURES. , , CHANGED LOUVER NOTE. INCREASED MAX HEIGHT 4. KEY LOCK, SL1DE LOCK, OR OPERATOR REQUIRED. 75 GA 571FFENE � ' � � TO 8'-9'. ADDED HIGH JANB BRACKE75 C. I LIFT AND ROOF PITCH 5.SECTION SHALL BE CONSTRUC7ED N7TH FOAMED IN SEE SCHELDULE FOR I li2ACK NOTE. PLACE POLYURETHANE FOAN INSULAlION CHEMICALLY WANITY,LOCATION, H� � GR7 7/22/08 BONDEO TO 30 GA MININUM FACER STEEL ANO A AND TYPE � POLYLAMINATE BACKER.END CAP TO HA�E A MININUM � P7 UPDATED 11iLE BLOCK 1.7'DEPiH. GRT 8/26/10 KEY LOCK OR SUDE LOCK 6. THE DESIGN OF iHE SUPPORTING S1fiUCNRAL (NOT RE�UIRED N1TH ELEMENTS SHALL BE TNE RESPONSIBILITY OF THE OPERATOR — SEE NOTE ' PROFESSIONAL OF RECORD FOR THE BUIIDING OR 4). SLJDE LOCK SHONN 57RUC7URE AND IN ACCORDANCE N7TN WRRENT BUILDING FOR CURITY CODES FOR THE LOADS LISTED DN 7HIS DRAWING. 7 DDOR JAMB TO BE NINIMUM 7x6 STRUCNRAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEAIENT FOR NOTE: (4)SECTION ATTACHMENT TO SUPPORTING SIRUCTURE. SOL1D DOOR SHOWN. SEE B. LOUVER OPTION — .040�MINIMUN LOUVERS IN NOLDm �EET 2 FOR U—BAR p LOCATIONS ON DOORS FRAMES SCREWED TOGETHER WITH A MINIMUN OF(6) WITH OiHER SECTION EET /8x1'SCREH5 INSiALLED IN THE BOTTOIA SEC710N. OUANTI7IES AND SEE LOUVEIiS ARE NOTIMPACT RESISTANT AND DO N0T NEET NOiES 1 AND 2 ON THIS THE REQUIREMENTS FOR N7ND—BORNE DEBRIS REGIONS SHEET FOR GIALNG OPTIONS. JAMB BRACKEf SCHmULE SUPERIMPOSED DESIGN PRESSURE DOOR N0. OF NBRACKETS �ACK BRACKETS MEASURED FROM BOTfOM LOADS ON SUPPORTING STRUCILIRE HEIGHT SECTIONS�EACH JAMB) �E OF TRACK (ALL DINENSIONS t 2') NAX 7'-0' 4 4 01 ' JB, 13' 01,45-1 4' 01, 63' JB DOOR DOOR UNIFORM IOAD EACH JAMB (PL� WIDTH HOCHT 7'—D' 4 4 FAT �(JB), 10'(JB), 42' (JB),63-1/4'(JB) B._Q. �y +707.6/-123.2 e'—o' s s oi -(�e), ia'(oQ.aa• �s).<�—i/+"(Qp.s�- oq 8'-0' S 5 FAT � JB, 10' JB, 29-7 4' JB, 48' JB, 66' JB 9'-0' ALL +727.1 —138.6 � >B-0 HIGH L1Fi ROOF PITCH SEE NOiE BELOW JB)FOLLOMANG DIMENSION DENOTES SL0T7ED JAMB BRACKET ATTACHED TO TRAq(N7TH 1/4-20x9/16"7RACK BOLT AND NU7. QI)FOLLOWING DIMENSION DENOTES WICK INSTALL JANB BRACKET INSTALLED IN BUTfQ2Fl.Y SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH i0 7RACK. L DOORS N1TH HIGH IJPf, ROOF PITCH,AND/OR GREAlEFt 7HAN 8'IN HOGHT REOUIRE USE DF CDNTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CNART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE. N.T.S. SIZE. A N►ayne� DESIGN (PSF): +26.9D/-30.80 MAX WIDTH: 9'—D" DATE NAME TEST (PSF): +40.35/-46.20 MAX HEIGHT. 8'-9" DRAWN 3/7/D6 GRT ��0� IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB JqiN E.SCqiES,PE MODELS 5120�6100/9100 SHEET � oF 2 3121 FRIRGAIE�R. c�Raou7oN,ix 75007 DIVISION OF OVERHEAD DOOR COR DRAWING PART N0. REV FL PE 57737 7%PE 56308/F2203 3395 ADDISON DRIVE PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR PENSACOLA,FLORIDA 72514 WINDLOAD SPECIFICATION OPTION CODE 0228 318958 P7 VERIFICAl10N OF N7NOLOAD CONSTRI1C710N DETARS. 850 474-9890