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1H.IMPACT RESISTANT GLATNC OPTION-IMPACT 13 GA Npltj ARGUE 13 CA ROLLER SLIDE ATTACHED 10 REVISIONS BRACKET RESISTANT GLAZING SYSTEM MAY BE INSTALLED WITH5/L6-T8 OOC7 3 OUT Pi 4O9FIC0 NOTES 70 IN FOR OR INTERMEDIATE SECTION(WIN BY iN CENTER SLOT AND 1/4-20R9/16- STATE THAT LOUVERS WITHOUT DECORATIVE INSERTS).GLAZING SHALL TRACK DOLT A 1/4-20 HEX NUT ARE NOT IMPACT BE 1 4'POLYCAADONAIE.MAXIUUII GLAZING IS GA RN:ANGLE INRWCH ANY TWO ALIGNING HOLES RESISTANT. INCRCASCO / DESIGN PRESSURE TO DIMENSIWS SMALL BE 11'•17-CUTOUT, IS CA COMMERQ&'A'FAAME +46 FASTENED WM 18 X 1'SMS!3X ALONG THE i6 CA MAN HERTZ r _ TOP BRACKC7 ATTACHED WIN 20 CA CINTENi SIRE- �DOOR I p{T 8f74 07 0 PST. HORIZONTAL AND ZX PSOUG DIE VERTMAL SEE TRACK (3)TJ4-IbT/8'SELF Of TAH.A tW SWEET 2 FOR ASSEMBLY DETAILS. EbNg0.lING CfiMPTIiF SCREWS 5/16>t1-S/B• _ \ "'� WED WPACI ESISATTANT CLA2I11G. 2.NON-BNPAC7 AOSTANT GLAZING OPTION- _ .090'MINIMUM SSD GLAZING IN MOLDED FRAMES LAG SCREW(NW 9 ADDED DCTAII A SHEET 2 SCREWED TOGETHER WITH A MINIMUM CF(/0) AS SHOWN) I ~_ FOR CLAbNG.ADDCD MAX 78xi'SCREWS IN57AtlFD IN TOP OR IS)1/4-20A9/16-LARGE ADD C2)1/4-14A7/8• if Ho DDICN5K2i 70 INTERMEDIATE SECRON,(WTH ON WTROUT HEAD TRACK BCX.TS OR = SELF oiL1UNG CRINPATE SCREWS ` p' TfiACIT TONEFIAB A06C0 DECORATIVE INSERTS)MEETS UNIFORM STATIC 1//2 STUDS WM ! (INSIDE,OF EACH END HINGE) 16 EA CND STILE--� WND PflES5URE5 SHOWN fNH MIS ORAWNO 1/4-20 HEX NUTS -"*.. CONNECRON NOTE. CLA21MG SHALL HAVE A MAXIMUM HEIGHT OF10,60" piT II/r0/07 15 GA MIN VERT } 2'NYLON WNOLOAD ROLLER ? CLA21 AND A MAXIMUM LENGTH Of 16.9 D TRACK ---� WM 4-1/2-STCM 3 ON.AMODIFIED D TEXAS CtA7NNG R NOT IMPACT RESISTANT AM DOES _ ITCH.ADDED TEXAS N07 NEXT THE RCOUIREMENTS FOR WND-BORNE CENSE NUupiR To oEWRS AL'dOHS 1/4-7DP9/16-TRACK, I _' RILE BLpdt, DOLT AND 1/4-20 HEX fRT 9/19/08 -.;�- 3:VINYL OR WOOD ODOI STOP NAILED A NUT A7 EACH JA-US % P4 UPDATED TITLE ROCK MAXIMUMUu OF 6"O.C.4VST OVERLAP TDP AND JAMB DRAGNET LOCATION � � -�—• BoniENDS OF PANELS MINIMUM 7/16-70 MCEi j AND IMPACT GLAZING NECATII£PRESSURES. ; /4 CA TUBE BO1Y ENO GRF 4/16/12 5/I6T1-5/0'LAG ( 'TNCE ATTACHED WIN j 4.XCY LOCK,SLIDE LOCK,OR OPERATOR SCREW AT EACH (4)1/+-145/8'SEI� S UPDATED TITLE BLOCK RECURRED. JAMB BRACKET I TAP%WIC SCR�YIS ESC 10/3/17 5.LOUWR WHOM-.D46'MINIMUM LOUVERS IN MOLOCO FRAMES SCREWED TOGETHER WITH A MINIMUM OF(10)EOrI'SCREWS INSTALLED LY THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT HCSSTANT AND DO N07 MEET THE RECNIREMEH75 FOR WND-BORNE DEBRIS 15 CA STIFFENED -to CA NARROW BODY O NECTAR SEE SCHEtMB 4ULEEFORR i INTERMEDIATE OUNCE 6,SECTION STEEL To HAVE A 4I.UM 26 GA COMITY.LOCApON, ( ATTACHED WITH(1) THICKNESS. AND TYPE 1/4-14K5/B SELF YAPPING SCRCWS J.MC DESIGN W 7HC SUPPORTING SIRUCNRAL KEY LOCK OR SURE 4 ELEUEN75 SMALL OF ME RESPCNSDIUTY OF TM LOCK ONE END(N07 PROFESSIONAL OF RECORD FOR THE BUILDING ON ACQUIRED WTN A GA BOTTOM BRACKET STRUCTURE AND W ACCORDANCE WIH CURRENT OPERATOR'SCE ATTACHED WITH(Y) 4 _ BULGING CODES FOR THE LOADS LISTED ON THIS NOTE 4), SLID(LOCK 1/4-14K7/8 SELF DRILLING { DRAWING. SHOWN FOR CLARITY im ICRIMPHIE SCREWS AND(1) 1/4-14%5/e'SE U DRILLING m &DOOR JAMB 10 BE MINIMUM2ya STRUCTURAL TAMPER RESSTAN7 SCR ( YIN GRADE LUMBER REFER TO:HAND CONNECTION SUPPLEMENT FACT ATTACHMENT TO SUPPORTING WJF, (4)SECTION SOLID N STRUCTURE. BOOR SHORN. SCC SHEET 9.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP ON OAS VOTHOGA�s \ BRACKET SHALL BE A 13 CA UST 7/4 TOP SEC104 QUANTITIES AND BRACKET WM A A4NN4U}t OF 3 1 4-1+:7/8' SEE NOTES L AND 2 DOS SELF DRILLING CRIMP7ITE or iP 1tEU Of ME SHEET FOR RAZING BRACKET SHOWN ON 7111S ORAWNG.U-BAR ON OPTIONS. TOP SECTION STALL BE INSTALLED ON TOP OF LNR TOP BRACKETS. ACKET SUPERIMPOSED DESIGN PRESSURE n JAMB BR oSIEVEULE N MAN ODOR No.CF BRACKETS BRACKETS MEASURED FROM COTTON LOADS ON SUPPORTING STRUCTURE 1 EIpl7 SECTIONS(EACH JAMB) OF TRACK(ALL DIMENSIONS L 2•) DOOR BOOK UNIFORM LOAD EACH JAMB(PLF) 4 7 I ..B-US 10 JO-US 21-3+ M-US 29-3 4 A7-U9.39 JB-US 48 ,B-US 57-1 4 JB-U WIDTH HEICHt 7'-0' ♦ 2' .E3-US 10 JB-US 2/-3 f JB-US 29-5 4 JB-US 42 JB-US S2-i 2 31-US 8- All IIB}.0-208.0 7-6 �5 B 2 •L7-LJS 10 JB-U5,iB-3+ .Ai-US 26-5 4 JB-US,35 A S } .9-US 54-i 4' J8-US N-N .RI-US 9'-0" A�EL I)7,0/-234.0 j9=Q5 B-O S NOTE at W •, �' I.iGENg�••.�PJ,i FOLLOWING DIMENSION DLN01E5 SLOTTED JAMB BRACKET ATTACHED TO TRACK WM t/♦-2QA/IS'TRACK DOLT AND ANT AS S10WTN ADOVE. S ALL ODORS GREATER MAN fY IN HEIGHT REQUIRE USE OF CONTINUOUS NAtt ANGLE.$CC SUPPLEMENT TRACK CHART i0A DETAILS OT l *_ %.,IX, STATED iA S/ G�� „`_�� STATIC}PRESSURE RATINGS APPROVED S2E5 SCALE N.LS. SIZE: A rrr'?IVAL 001N {Y�1Y/ DESIGN(ASH; 3A6.W-52.00 MAX WITITN 9'-61 DATE NAME Jt HIT Nillt TEST(PSF): .69.001-78.00 MAX HEIGHTl. 14'-0' DRAWN 5/17/06 CRT 0.A"E4 XoWBN,PE ®�alton. IMPACT CYCLIC RATED YES/NO)o YES MAX SECTION HEIGHT:21"CHECKED 1/22/07 MRB N3/6 COUNTY RDAs IFD GARAGE DOORS SHEET I OF 2 N rtiri°�`iSn 10 MODELS 8000/8100 n m 117868 4 04MSION OF OVCNNfAD DOOR CCRI - DIEAWNNG PART N0. REV. 339S ADDISON OtaR FAN[SSKnAt IAp+fLR'T 5[AL PPBMOEB olvtTTOR PENSACQA FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1104 O —S vmth 327013 PS OT NIAlON.4 IAB CRO R OENAAS.