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NDT S: 7_ IMPACT RES'�TANT GLAZING OPTION- IMPACT 13 CA HORIZ ANCLE RE512TANT Cf.AZINC SYSTEM MAY BE INSTALLED M TOP OR INTERMEDIATE SECTION (1MTH OR N7THOUT A YO CA CENTER STILE ��R � REVISIONS DECORATIVE WSERTS). CLAZING SHALL BE 7/4' 16 CA END STILE STATEDTHA�T LOUVERS PO�YCARBONA7E.MAXIIAUM CLAZINC DIMENSIONS 13 GA RAC ANGLE . EET 2 SHALL BE 11' x 1Y CUTWT,FASTENED WITH gB% ARE NOT IMPACT 7' SMS: 3x ALONG 7HE HORIZONTAL AND 2%ALONG � RESISTANT, THE VERTICAL SEE DETAIL E ON SHEET 2 FOR �6 CA MIN HORIZ � - CRT 6/29/07 fLSSEMBLY DETAILS. TRACK 'm' ' P2 MOpIF1ED JAMB 5/16x7-5/8' 'm' BRACKET SCHEDULE 2. NON-IMPAC7 REISTANT GIAZING OPTIDN - ,090' LAG SCfiEW(MIN 3 ' , ALLOWINC REPLACEMENT MINIMUAI SSB GLAZING IN MOLDED FRAMES SCREWED AS SHOWN) m ° o pF pl WITH JB-US. TOCETHER WITH A MINIMUM OF (10) �p8x1'SCREWS • m ADDED UaPACT INSTALLED IN TOP OR INTERMEDIATE SECTION (N�TH (4) 7/A-20x9/76"LARGE m RESISTANCE TO DOOR. OR H7THOUT DECORA7IVE INSERTS)MEETS UNIFORM HEAD TRACK BOLTS OR ADOED NA% CLAZINC STATIC WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 STUDS iMTH p . DIMENSION TO NDTES GLAZINC SHALL HAVE A MN(IAfUU HEIGFIT OF 10.69" 7/4-20 HEIt NUTS SHEET 1, ADDED TRACK TO f'LAC CONNECTION AND A MA%IMUM LENCTH OF 16.94�. GLAZINC IS 0 � NOTE. NOT IMPACT RESISTANT AND DOES NOT A1EET THE 76 CA MIN VERT REOUIREMENTS �OR WIND-BORNE DEBRIS REqONS. 7RACK ' GRT 71/10/07 3. VIN7l OR WOOD DOOR STOP NAILED A AIAXIMUM 1/4-2Dx9/16' TRACK �m C � P3 MODIFIED lOUVER OF 6" O.G MUST OVERLAP TOP AND BOTH ENDS OF BOLT AND 1/4-20 HE% B HEET m UCENSE NUTABERTTO S PANElS NINIMUM 7/16� TO AIEET NEGAlIVE NUT A7 EACH ,1B-US EET m 7YP TI1LE BLOCK. ADDED PRESSURES. JAMB BRACKET LDLATION � IlAPqCT RESISTANT 4. KEY LOCK, SUDE LOCKS, OR DPERATOR GLAZING. REOUIRED. 5/16x1-5/8" LAG • 0 GRT 9/1g/OB SCREW pT EACH � .• 0 ' P4 UPDATED TITLE BLOCK 5. LOUVER OPTION — .040'1AINIMUM LOUVERS IN JAMB BRACKET 0 • AND IMPACI GLA2ING MOLDED FRAMES SCREWED TOGETHER H1TH A MINIMUI.1 OF (10)BB�t�SCREWS INSTALLED IN 1HE � ,�, I GRT 4�75��Z BOTTOAA SECTION. LOUVERS ARE N0T IUPAC7 • .�• RESISTANT AND DO NOT MEET THE REQUIREMENTS 75 GA STIFfENED I m FOR N7ND—BORNE DEBRIS RECIONS. JpMB BRACKETS m ' .�. 6. SECTION STEEL TO HAVE A MINIMUM 26 CA SEE SCHELDUIE FOR • �m� THICKNESS. OUANITY, LDCATION, • AND T1PE 7. h1E DESIGN Of 7HE SUPPOR7INC STRUC7URAL 9 ELEMENTS SHALI BE THE RESPONSIBILItt QF THE q PROFESSIDNAL D�RECORD FOR THE BUILDINC OR KEY LOCN OR SLIDE LOCK � STRUCTURE AND W ACCOROANCE N1TH CURRENT EACH END(NOT REOl11RED BUILDINC CODES FDR 1HE LOADS 115TED ON�THIS µ77F{OPERATOR — SEE "m� � DRAWING. NOTE 4�. SLIDE LOCK m B. DOOR JAMB TO BE MINIIAUM 2x4 STRUCTURAL SHOWN FOR CLARITY D m GRADE LU6IBER. REFER TO JANB CONNECTION � EET 0 0 SUP➢LEMENT FOR ATTACHMENT TO SUPPORTING �m� STRUCTURE. N9�_ (4)SECTION SOLID DDOfl SHOWN. SEE SIiEET 9. FDR LOW HEAD ROOM LffT CONDITIONS, TOP 2 FOR U—BAR LOCATIONS BRACKET SHALL BE A 13 GA LHR 7/4 TOP ON DOORS N7TH OTHER BRACKET WITN A MINIMUM DF(J) 1/4-14x7/8" SECTION WANTITIES AND N9�;_, 16' DOOR SHOWN. SEE SELF DRIWNG CRIMPTI7E SCREWS IN UEU OF THE SEE NOTES 1 AND 2 TIilS ' SHEET 2 FOR HINGE AND Si1LE BRACKET SHOWN ON THIS DRANANG.U—BAR ON TOP SHEET FOR G�AZINC ��• LOCA110N5 ON OTHER SIZE DOORS. SEC710N SHALL BE INSTALIED ON TOP DF LNR TOP OPTIONS. BRACKETS. SUPERIMP05ED DESIGN PRESSURE JAMB BRACKET SCHEDULE LOADS ON SUPPORTING STRUCTURE NO. OF JAMB DOOR N0. Of BRACKETS �A�K LOCA710N 0 CENTERLINE OF,1qM8 � -DOOR DOOR UNIFORM LOAD�EACH JAMB' PI.F HEICHT SECTIONS�EACH�JqMB) �E � '� ' _ �BgACKETS h1EA5URED PROM BQrT0A1� -' --------�-- -� - WIDTH HEIGNT � � 6,_6, 4 6 OF TRACK (ALL DIMENSIONS.3"2'� , 10�-0" ALL +750.0/-167.5 6'-6' q 6 FAT (�-u5�. 14' (01). ZJ-i/2� JB-US). 34' JB-US). 44' (01,56' (JB-US) 12'-0" ALL +7BD.0/-201.0 �•_0- 4 6 a' ��-US). 10"(JB-US,21-3/4" JB-US). 39"(JB-US), 48' (J8-US), 57-1/4" (�8-US) 14'-0� ALL +210.0/-254.5 7'-0 4 6 FAT (�-US). 14'(01), 25-1/2� (JB-US). 34' (JB-US). 44' (01). 63-1/q' �,Ig_�g� IS'-O' ALL +225.0/-251.3 7-6' S 8 oI �`�'US). 10'(JB-US),25-3/4"(JB-US),36'(,s-US),52-1/2' (,JB_US), 63-1/4' (,IB-US) �(JB-US). 14'(pi). 26-1�2 IJB-US). 32-1/2� (JB-US). 43'(QI). 49� (JB-US). 62-7/2'(pI), 72'(JB-US) 16'-0� ALL +24D.0/-26&0 7'-6' S B FAT �(JB-US). 10'(JB-US).22-3/4'(,18-US).yfi•(Jg_�s�. 45'(,IB-US). 54-1I4� (JB-US). 63�(JB-US).74-1/2"(,1B_U5� 8'-0" 5 8 01 "(JB-US), iq'(01), 23' (JB-US), 34"(JB-US).46"(pi), 58"(JB-US), 66-1/2' (p!), 7$-��p•(�g_US) B-�� S B FAT "(JB-US). 10'(JB-US). 25-3/4' (JB-US). 39'(,1B-U5)� 48'(JB-US), 57-7/2� (JB-US). 66'(,IB-US). 75-1I2' IJB-US) B�-4 SEE NOTE BEIOW NOTE: (JB-US)f"OILOWINC DIMENSION DENOTfS AOTTED JAMB BRACKE7 ATTACFIED TO TRACK N7TH 7�q_Zpig��6�7qACN BO�T AND NUT. (01)F�LLOWING DIMENSION DENOiES OUICK INS7ALl JAMB BRApCET INSTA�LED IN BUTTERFLY SL07.NO ADDI710NAL HARDWARE NEEDED TO ATTACH TO TflAC1C. ALL DOORS GREATER THAN B'IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANCLE. SEE SUPPLEMENT TRACK CHART FOR DETA�LS. ' STATIC PRESSURE RATINGS �� APPROVED SIZES SCAIE: N.T.S. SIZE: A DESIGN (PSF): +30.00/-33.50 MAX IMDiH: 16'-0" DATE TEST (PSF): +45.00 —50.25 NAME LMK A.SAX9CKl PC / hAAX HEIGHT: 14'— Z50�SL£N7ASVhl�XI)5067��Z� �� MPACT/CYCIIC RATED (1'ES/NO)- YES MAX SECTION HEIGHT'Z7" CHEC ED 5/22/p7 �RT � � I MRB fLPE 7261] MODELS 8000/8100 SHEET � oF 7�PE t0679f �I�ISION OF OVERHEAD DOOR CORP Z PROfESSIONA�ENdNEER'S SEµPqDViOED OtJIY fOR 3795 ADOISON DRIV[ V[RIflG7iON OF K7NOLOAD CONSTRUGTION DETAilS. PENSACOLA, F�ORIDA J2514 WINDLOAD SPECIFICATION OPTION CODE 1123 DRAWING PART N0. REV_ (850) 474-9890 32��» Dd