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NQTES <br /> 7. INPACT RESISTANT GLAZING OPTON— INPACT 73 CA HOPoZ pNGIE rt��R _VISIONS <br /> RESISTANT ClA21NG SYSIEM NAY BE INSTALLED IN 20 CA CENTER STLE � <br /> TOP OR INTERMEDIATE SECiION (WIlFi OR 1NlH0UT A Pf MODIFlED NOTES TO <br /> DECORA7IVE INSERTS). CLAZWG SHALL BE 1/4' 73 GA FLAC ANGIE • �fi GA END STILE STA7E THAT LOUVERS <br />' POLYCARBONA7E MAXIAtUN GLAZING DIMEN90NS ' EET ARE NOT IUPqCT <br /> SF1ALL BE 77'x 77'WTOU7,FA57ENED VA1H �B X RESISTANT. <br /> 1'" SNS: 3X ALONG 1HE HORRONTHL AND 27f ALONG 76 CA MIN HORIZ CRT 6/29/07 <br /> TT-IE VERTICAL SEE DETAIL E ON SHEET 2 FOR 7RACK � . <br /> ASSEMBLY DEfNLS. •m' ' P2 MODIFlED JAMB <br /> BRACKET SCHEOULE <br /> 5�16x1-5/8' � ALLOWING REPLACEMEN7 <br /> 2_ NON—IMPACT ROSTANT GIAZING DPT10N— 090' LqG SCREW A11N 3 ' m ' <br /> AAINIMUAA SSB GLAZING W AIOLDED FRMIES SCREWED � m . m OF 01 WITH JB—U5. <br /> TOGE71iER WI7H A L1ININUN OF(10) R8x7'SCREYlS �SH��� m AODED R.�PqCT <br /> INSTALLED IN TOP OR INTERA7EDIA7E SEC110N H1lH (4 1/4-20x9 16'LqRGE ESISTANCE TO DOOR. <br /> � � � ADDED AIA% G�AZINC <br /> OR WIh10UT DECORATVE MSERTS) A1EE75 UNIFORAI EAD'fRAp( BOLTS OR . DiMEN90N TO NOTES <br /> STN'fIC N1ND PRESSURES SHONN ON THIS DRAWING. 1/4-20 STUDS H17H d EET 1. ADDED TRACK <br /> GLAZING SHALL HAVE A AIA%IMUU HEIGHT OF 10.69' 1/4-20 HEX NUTS . 0 FUC CONNECTION <br /> AND A MAXIMUM LENGIH OF 16.s4'.GUZINC IS p o No7E. <br /> NOT IMPACT RESISTANT AND DOES NOT NEET 7HE 76 GA NIN VERT • GRT 11/10/07 <br /> REOUIREMENTS FOR WIND-BORNE DEBRIS RECIONS. ���K C �- <br /> P3 MODIFlED LOUVER <br /> 3. VINYL OR WOOD DOOR STOP NAILED A MA%INUM 1/4-20x9/16'IRACK B � E� O OPiION. ADDED TEXAS <br /> OF 6' O.G MUST OVERLAP TOP AND BOTH ENDS OF BOLT ANO 1/4-20 HEX ' .�,� LICENSE NUMBER TO <br /> PANELS NINIMUAI 7/16'TO MEE7 NEGAitVE NUT AT EACH JB-US ' � : TRLE BLOCK. ADDED <br /> PRESSURES. JANB 6RAd(ET LOCAl10N � IMPACT RESISTANT <br /> GIAZING. <br /> 4. KEY LOCK,SLIDE LDCKS,OR OPERATOR 0 GRT 9/19/OB <br /> REQUIRED. 5/16x1-5/8'LqG • P4 UPDATED 71'iLE BLOCK <br /> SCREW AT EACH ' � AND IMPACT CIqZING <br /> 5. LOUVER OP710N- .040'MINIMUM LOUVEfLS IN JqA1B BRACKET � � ' q <br /> MOLDED FRAMES SCREWED TOGEIHER YATH A l I GR7 a/t6/t2 <br /> MINIMUM OF ('10)/8x1'SCREWS INSTALLED IN THE \ •m' <br /> BOl70M SEC710N.LWYERS ARE NOT IAIPACT 'm' <br /> RESISTANT AND DO N0T NEET THE REqUIRE)AEN7S I o <br /> FOR VAND—BORNE DEBRIS REGIONS_ 75 GA STIFFENED o . <br /> JAMB BRAq(ETS m <br /> 6_ SECTION STEEL TO HA�'E A MINIMUM 26 CA SEE SCHELDUIE FOR • m <br /> THICKNESS. WANITY.LDCATION. • <br /> ANO 7YPE ' � <br /> 7. THE DESIGN OF THE SUPPOR7ING 57RUCNRAL i <br /> ELEA�EN'fS SHALL BE THE RESPONSIBIUTY OF iHE q <br /> PROFESSIONAL OF RECORO FOR THE BUILDING OR KEY LOCN OR SUDE LOCK � <br /> BULDI GRCODES FOR IHERL0AD5 STED ONRTH S ���D (NOT REWIRED �• � <br /> DRAVANG. H17F1 OPERATOR —SEE •� <br /> NOTE 4). AIDE LOCK o <br /> B_ DOOR JAAIB TO BE MIMNUM 2x4 S7RUC7URAL SHOWN FOR q_ARITY D <br /> GRADE LUNBER. REFFR TO JAMB CONNECTION EET ' o <br /> SUPPLEMENT FOF2 ATTACHNENT TO SUPPOR71NG •m <br /> STRUCTURE_ yQ� (4)SECTON SOLID — — <br /> DOOR SHOWN. SEE SHEET — <br /> 9_ FDR LOW HEAD ROOM LIFf CONDI710NS,TOP 2 FOR U—BAR LOCATIONS <br /> BRACKET S1iALL BE A 73 GA LHR 7/4 TDP ON DOORS N77H OTHESt tiQ]E� I6'DOOR 5}IpyM, SEE <br /> BRAqCET VA7H A MINIAIUM OF(J)1/4-14x7/8' SECTION WANTITIES ANO SHEET 2 FOR HINGE AND SIILE <br /> SEIF DRIWNG CRIMP717E SCRENS IN UEU OF 7HE SEE NOTES 1 AND 2 THIS ''`�' LOCA710NS pN 07HER SIZE DOORS. <br /> BfL1CKET SHOWN ON THIS DRAH7NG. I�BAR ON TOP SHFET FOq GLALNG <br /> SEC7ION SHALL BE INSTALLED ON TDP OF LHR TOP OP710NS <br /> BRACKETS. <br /> SUPERIMPOSED DESIGN PRESSURE <br /> LOADS ON SUPPORIING STRUCTURE NO_OF JAMB ��8 BRACKET SCHEDULE <br /> DOOR NQ OF BRACKETS ��� LOCA110N NTERLINE .IAMB <br /> DOOR. DOOR UNIFORAI LOAD EACH JAMB p H�GHT SECl10NS��� ��8� 7ypE BRACKEfS MEASURED FROM BOTTOM <br /> WID7H HEIGHT � � 6'-6" 4 g ���(ALl DIIAENSIqJS f 2') <br /> rn -(.m-�s). is-(rn). u-i/z-(�e-us).�-(,e-us). �+-(a).se-�aa-us) <br /> 'IO'—O� ALL +150.0/-167.5 6'-6� 4 6 FAT '(.IB—US, 10" (JB—US), 21-3 4�(JB—US,39'(JB—US),48' J8—US,57-1 4'(JB—US <br /> '12'-0" ALL +180.0/-201.0 7—D' 4 6 OI '(,9—US),14'(QI), 25—t/2'(JB—US), 34'(JB—US), 44'(01),6�1/4'(JB—US) <br /> �4'—O" ALL +210.0/-234.5 Y-0' 4 6 FAT " JB—US),10' JB—US), 2�3 4' JB—US),36' JB—US�52-1 2"(JB—US),6�1 4' JB—US <br /> 'IS'—O� ALL +225.0%251.3 7-6' S 8 pl '(JB—US). 14"(QI). 24—'1/2' (JB—US).32-1/2"(JB—US). 43'(q). 49'(,B_IIS), fi2-1IY (QQ.72'(.B—US) <br /> y6'—O' /�, +240.0 —268.0 7-6' S 8 FAT '(.B—US),10" (JB—US), 22—]/4'(JB—L1S),36"(JB—US), 45" (JB—US),54-1/4"(JB—US), 63"(.S—US),74-1/2'(JB—US) <br /> s'-o" s e a '(�s-us).ia- �op. zr (,s-us). sa-��e-us�. 4s-�a�. se- .s-us�.�c-�/2•(a>.�s-i�z• �,s-us� <br /> 8'—D" 5 B FA7 ' (JB—US),70' (JB—US), 25-3/4"(JB—US),39' (JB—US),48" (JB—US),57-7/2'(JB—US), 66'(JB—US),75-1/2'(JB—US) <br /> 8'-0 SEE NOTE Bt10W <br /> N07E. <br /> (JB—US)FqlOYANC D1NEN4ON DENOiES SLOTTED JMIB BRACXE7 A7TACNED 70 TRAGC W17H l�{—Zpxg/76"7RqCK BOl.7 AtJD NUT. <br /> (OI)FOLLOH7NG DIAIENSION DENOIES OUICK WSTALL JAMB BRACKET WSTALLED IN BUTTERFLY S107.NO AD�IT10NAl HARDWARE NEFDm TO p77q�}{7p 7RA�. <br /> ALL DOOFiS GREAIER 1HAN B'IN HEIGHT REWIRE USE OF CONTNUWS WALL ANGIE SEE SUPPlEA1ENT lRACI( q�{qRT FOR DETAILS. <br /> STATIC PRESSURE RA7INGS APPROVED SIZES SCALE:N.T.S. SIZE. A <br /> � �a�n�� DESIGN (PSF): +30.00/-33.50 MAX WID7H: 16'-0' DATE NAME <br /> TESi (PSF): +45.00/-50.25 MAX HEIGHT: 14'-0" DRAWN 5/22/06 GRT <br /> YNM/�SAYACKI,PE palton <br /> zsm s sut¢xwr nt,sm1[soa IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 7/22/07 MRB ' <br /> lEN1S/IILE.7M 750fi) MODELS 8000/8100 SHEET � Of 2 <br /> iL PE 7Y613 � <br /> + In aE t0679t DIVISION OF OVERHEAD DDOR COR <br /> PROfE5S10NAL ENONEEfl'S SEAI,GRDVIOCO ONLY FQ7 3395 ADDISON DRIVE DRAWING PART NO. REV. <br /> VCRIFICATIQV Of NINOLOAD CqJ57RUC71ON oETni�s. PENSACOLA, FLORIDA ]757� WINDLOAD SPECIFICATION OPTI�N CODE 11 23 327017 P4 <br /> 850 474-9890 <br />