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t <br /> da� 13 GA Rq1ER SUDE ATfACHED TO REVISIONS <br /> {:�GLAZING OP710N5 - .090' NINIMUM 13 GA HORIZ ANGLE BRAqCET N11H 5 18-18 BOLT h NUi P1 MODIFlED NOlES TO <br /> S58 GIAZINC IN A10LDED FRAAIES � <br /> SCREWED TOGETHER H7TH A MINIMUM OF IN CENTER SLOT AN� 7/4-20x9/'I6' STATE THAT LOUVERS <br /> (10) d�8x1' SCRENS INSTALLED IN TOP OR 13 GA FLAG ANGLE ' ��CK BOLT k 1/4-20 HE% NUT ARE NOTIMPnCT <br /> INTERMEDIATE SECTION (MATH OR H7THOUT ' 7HROUGH ANY 7W0 ALIGNING HOLES RESISTANT. <br /> DECORATIVE INSERTS)MEE75 UNIFORM � 13 GA COMNERqAL'A�FRAME GRT 6/29/07 <br /> STAlIC WIND PRESSURES SHOMN ON h11S 16 CA MIN HORR � TOP BRACNET ATTACHED WITH � 20 GA CQJTER S11LE fr DOOR pZ ADDED MAX GIAZING <br /> DRAWING. CLA2ING SHALL HAVE A �qp� I <br /> MA%IMUM HOGHT OF 10.69'AND A I4)7/4-14x7/8'SELF DIMENSION TO NOTES <br /> DRILIINC CRIMPi1TE SCREN5 SHEET 1. ADDED TRACK <br /> MAXIMUM LENGTH OF 16.94�. GLAZING IS 5/16x1-5/8' ,\ TO FLAC CONNECTION <br /> NOT IMPACT RESISTANT AND DOES N0T LAG SCREW(MIN 4 NOTE. <br /> MEET THE REWIREMENTS FOR AS���� GRT 11/10/07 <br /> WIND-BORNE DEBRIS RECIONS. • • .•. <br /> (4)1/4-20x9/16'LARGE ADD(2)1/4-14x7/8' . • <br /> • P3 MODIFlED LOUVER <br /> 2 NNYL OR WOOD DOOR STOP NAILED A fiEAD iRACK BOLTS OR SELF DPoLUNG CRINPTITE SCREWS •m' OPTION. ADDE�TEXAS <br /> "MAXIMUAI OF 6'O.C.MUST O�ERLAP TOP 1/4-20 STUDS WI7H = (INSIDE OF EACH END HINGE l6 GA END STLE ` <br /> AND BO7H ENDS OF PANELS MINIMUM 1/4-20 HE%NU75 0 'm i1TLE BLOCK.BER TD <br /> 7/16'TO MEET NECAl1VE PRESSURES. p • GRT 9/19/OB <br /> 15 GA NIN VERT 2�NriON STORMGARD ROLLER m <br /> 3. KEY LOCX, SLIDE LOCK, OR OPERATOR 7Jtpq( �TM <-�I2�S , P4 UPDATED 111LE BLOCK <br /> REOUIRED. • . GRT 4/16/12 <br /> 1/4-20x9/16' iRAq( <br /> 4. LOUVER OPTION- .040'MINIMUM BOLT ANO 7/4-20 HIX ' ' <br /> LOUVERS IN A10LDED FRAMES SCREWED NUT AT EAGI JB-US � � <br /> TOGETHER N1TH A NINIMUN OF(10)�8x1' JANB BRACKET LOCATION � . <br /> SCREWS INSTALLED IN 7HE BOTTOM • <br /> SEC710N. LOUVEF2S ARE NOT IMPACT �4 G�WIDE BODY END 'm' <br /> RESISTANT AND DO NOT MEET THE 5/16z1-5/8'LAG ; HINGE ATTACHED N77H <br /> REOUIREMENTS FOR WIND-BORNE DEBRIS SCREW AT EACH (+�1/4-14x5/8"SEIF m <br /> RECtONS JAMB BRACKEf 0 TAPPING SCREWS •m <br /> 5.SECTION STEEL TO FiAVE A NINIAIUAI <br /> 26 GA THICKNE55. , <br /> 6. THE DESIGN OF lHE SUPPOR7ING I � Q <br /> STRUCIURAL ELENENTS SHALL BE iHE ' <br /> RESPONSIBILITY OF 7HE PROFES50NAL 75 GA S7IFFENm . 1g GA NARROW BODY b I <br /> OF RECORD FOF2 THE BUILDINC OR JAMB BRACI�75 IN7ERMEDIATE HINGE 'm� <br /> STRUCTURE AND IN ACCORDANCE N7TH SEE SCHELDULE FOR ATTACHED YATH (4) ' <br /> CURRENT BUILDINC CODES FIX2 1FiE QUANITY,LOCATION. <br /> LOADS LIS7ED ON THIS DRAN1NG. AND TYPE 1/4-74x5/8'SELF m <br /> p TAPPING SCREWS 'm <br /> 7.DOOR JAMB TO BE MININUM 2z4 KEY LOCK OR SUDE LOqC <br /> STRUCNRAL GRADE LUMBER. REFER TO ONE END(NOT RE�I11Rm <br /> JAA1B CONNECTION SUPPLENENT FOR N77H OPERATOR -SEE 14 GA.807TOM BRACKET ' <br /> ATTACHNENT TO SUPPOR'TING STRUCTURE. NOTE 3). SLJDE LOqC ATTACHED 1NlH(2) <br /> &FOR LOW HEAD ROOM LIFT �OWN FOR dJ1R1TY 1/4-74x7/8"SELF DRIWNG <br /> CONDI710NS TOP BRACKET SHALL BE A CRIMPTIiE SCREH5 AND(1) • • <br /> 13 GA WR 7/4 TOP BRACKET WITH A 1/4-14x5/B'SELF DPoWNC \ �m <br /> MININUN Of(3)1/4-14x7/8'SELF TAMPER RESISTANT SCREW 1 'm� <br /> DRILLING CRIMPTIiE SCREWS IN L1EU OF NOTE: (4)SECTON SOLID ' � <br /> hiE BRACKET SM014N ON 7HI5 DRAMANG. ���OWN. SEE SHEET 2 , 0 <br /> U-BAR ON TOP SECiION SHALL BE FOR U-BAR LOCATIONS ON � m <br /> INSTALLED ON TOP OF LHR TOP pppqS N1TH OlHER SECTION <br /> BRACKETS. qUNJTTIES AND SEE N07E 1 <br /> 7HIS SHEET FOR GIAZING <br /> OPTIONS. <br /> JAMB BRACKET SCHmULE <br /> SUPERIMPOSED DESIGN PRESSURE DOOR N0.OF N0. OF JAMB LOCATION OF CENTERLJNE OF JAMB <br /> LOADS ON SUPPOR7ING STRUC7URE r+�cHT sEcnor�s BRACKETS BRApCETS MEASURED FROM BOTfOM <br /> (EACH JAAIB) OF TRACK (ALL DINENSIONS t Y) <br /> DOOR DOOR 6-6' 4 7 2 JB-US, 10 JB-US, 27-3 4 JB-US,29-3 4 .IB-US,J9 JB-US,4B �6-US,57-1 4 JB-US <br /> WIDTH HEIGHT UNIFORM IOAD EACH JAMB(PLF� ��_0' 4 7 2 JB-US, 70 JB-US, 21-3 4 JB-US,29-3 4 JB-US, 42 JB-US,52-1 2 JB-US, 6J-1 4 JB-US <br /> 8'-0' ALL +142B/-164.0 -6' S 8 2 JB-US, 10 JB-US 18-3 4 JB-US, 26-3 4 JB-US 36 JB-US 45 ,B-US 54-1 4 JB-US,74-1 2 .18-US <br /> B-0" 5 8 2 JB-U5, 10 JB-US 21-3 4 JB-US 29-3 4 JB-US 39 JB-US 48 .B-US 57-1 Z JB-US,75-i JB-US <br /> g'_p' qLL +1fi0.7�-184.5 B-0 SEE NOTE BELOW <br /> NOTE: <br /> (J8-US)FDLLOWING DIMENSION DENOTES SLOTTEO JAMB BRACKET ATTA[51ED TO 7RACK N7TH 7/4-20z9/16" TRACX BOLT AND NUT AS SHOWN ABDVE. <br /> ALL DOORS CREA'IER 7HAN 8'IN HFJGHT REpU1RE USE OF CONTINUWS WALL ANGLE. SEE SZIPPIFMENT TRACK CHAR7 FOR DETAILS. <br /> STATIC PRESSURE RA7INGS APPROVED SIZES SCALE: N.T.S. SIZE. A <br /> Wayne� DESIGN (PSF): +35.70/-41.00 MAX WIDiH: 9'-0" DATE NAME <br /> TEST(PSF): +53.55/-61.50 �AAX HEIGHT: 14'-0" DRAWN 5/16/06 GRT <br /> NARK A.SAN1LNI,PE palton �MPACT/CYCLIC RAiED (YES/NO): NO MAX SECTION HEIGHT:21" CHECKED 7/22/07 MRB <br /> 2501 5.STA7E HWy 7p1,5U�7E?pp SHEET � OF 2 <br /> iew�swu�.nc,sos� MODELS 5000/8100 <br /> FL PE 72871 DIViSION OF OVERHEAD DOOR COR DRAWING PART N0. REV. <br /> Tl(PE t06297 3395 ADDISON DRIVE <br /> PROFESSIONAL ENGINEER'S SEAL PROVIOEO ONIY FIXt PENSACOLA, FLORIDA J2574 WINDLOAD SPECIFICATION OPTION CODE 1103 327012 P4 <br /> VERIFICA¶ON OF W1Npl0AD LON57RUCTION OETA�LS. B50 474-9890 <br />