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NOTES, REVISIONS 1.NON-IMPACT REISTANT GLAZING OPTION-,DgD' 13 GA HORIZ ANGLE P1 REVISED MODELS MINIMUM SSG GLAZING IN MOLDED FRAMES SCREWED GIRT 1/22/14 TOGETHER WITH A MINIMUM OF(10)/Bxl'SCREWS(3X ALONG THE HORIZONTAL AND 2%ALONG THE 13 CA FLAG ANGLE P2 UPDATED GLAZING VERTICAL)INSTALLED IN TOP OR INTERMEDIATE AND LOUVER DESCRIPTION SECTION MEETS UNIFORM RMTH OSTATIIC WND PRESSURES SHOWNOUT DECORATIVE )ON DOR I P3 5/9/14 THIS DRAWING.MAXIMUM CLA2INC DIMENSIONS SHALL 16 GA MIN H TRACK , P3 UPDATED TITLE BLOCK TRACK BE 1S x 46' DOUT.GLAZING IS NOT IMPACT ESC 10/3/17 RESISTANT AND DOES NOT MEET THE REQUIREMENTS 5/160-5/8' rA FOR WNO-BORNE DEBRIS REGIONS. LAG SCREW(MIN 3 $HEE7 2.VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF AS SHOWN) 6'O.C.MUST OVERLAP TOP AND BOTH ENDS OF (4)1/4-202 /16'LARGE ' PANELS MINIMUM 7/16'TO MEET NEGATIVE HEAD TRACK BOLTS OR 1 I PRESSURES. 1/4-20 STUDS WITH 3.KEY LOCK,SLIDE LOCK,OR OPERATOR REQUIRED. 1/4-20 HEX NUTS 4 B 15 CA MIN VERT 4.LOUVER OPTION-.DW MINIMUM LOUVERS IN TRACK SHEET MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM ' OF(10)/Bxl'$CREW$(}%ALONG THE NORIZONTAL 1/4-20x9/16'TRACK AND 2X ALONG THE VERTICAL)INSTALLED IN THE BOLT AND 1/4-20 HEX , 80TTOM SECTION.MAXIMUM LOUVER DIMENSIONS NUT AT EAR'S US SHALL BE 15'x 19'CUTOUT.LOUVERS ARE NOT JAMB BRACKET LOCATION IMPACT RESISTANT AND 00 NOT MEET THE I C REQUIREMENTS FOR WND-BORNE DEBRIS REGIONS. 19 GA END STILE 5/16x1-5/e'LAG SHEET 5.FACER STEEL TO HAVE A MINIMUM 27 GA SCREW AT EACH THICKNESS AND BACKER STEEL TO HAVE A MINIMUM JAMB BRACKET 29 GA THICKNESS. 6.A 4-1/2'x 6'x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 7.THE DESIGN R THE SUPPORTING STRUCTURAL 15 GA STIFFENED JAMB ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BRACKETS PROFESSIONAL OF RECORD FOR THE BUILDING OR SEE SCHEDULE FOR STRUCTURE AND RJ ACCORDANCE WTH CURRENT QUANTITY,LOCATION, BUILDING CODES FOR THE LOADS LISTED ON THIS AND TYPE DRAWNG. KEY LOCK OR SLIDE 8.DOOR JAMB TO BE MINIMUM 2.4 STRUCTURAL LOCK ONE END(NOT GRADE LUMBER. REFER TO JAMB CONNECTION REWIRED WTH SUPPLEMENT FOR ATTACHMENT TO SUPPORTING OPERATOR-SEE 4 STRUCTURE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY 9.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WTHOUT PUSHNUTS AND WITH A MINIMUM OF(3) 1/4-14x7/8'SELF DRILLING CRIMPTITE SCREWS IN NOTE (4)SECTION SOLID D LIEU R THE BRACKET SHOWN ON THIS DRAWNG. DOOR SHOWN. SEE NOTE 1 U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP THIS SHEET FOR GLAZING SHEET OF LHR TOP BRACKETS. OPTIONS. \ 1 JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE AM LOCAIMN DOOR NO.OFLOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS BRACKETS BRACKET$MEASURED FROM BOTTOM (EACH JAMB) OF TRACK(ALL DIMENSIONS i 2') DOOR DOOR 6•-6' 4 7 2 JB-U$,10 JB-US,21-}6 JB-U$,29-1 4 JB-US,39 JB-U$,4B JB-US,57-1 4 JB-US WDTH HEIGHT UNIFORM LOAD EACH JAMB(PLF) 7•-0' 4 7 2' JB-US,10 US I.21-3 4 JB-US•29-3 4 ill-us). ,42' JB-US.52-1 2' JB-US.63-1 4' JB-US 8-2 ALL +745.8/-167.4 7'-6' 4 OR 5 8 Z• JB-US.10 JB-US,18-3 4 JB-US,26-3 4 JB-US,36 JB-US,45 JB-US.54-1 4 JB-US.74-1 2 JB-US 8'-O 4 OR 5 8 2 -S,10 J JB-US•48 JB-US, -1 2 JB-US, -1 J- 9•-2' ALL 111 I I1 63.6/-187.9 8-0 SEE NOTE BELOW N K NOTE, •••••••••�/Q'7�i (JB-US)FOLLOWNG DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-200/16'TRACK BOLT AND NUT AS SHOWN ABOVE V LICENSE•.•2�� ` Q_� •..Sy i ALL DOORS GREATER THAN 8•IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CHART FOR DETAILS *; NO.7794E _ ;,cam• � : 7t= O,n'••• STATE OF F &. ORIDP......... NG��`� _Wayne DESIGN(PSF):STATIC PRES5+35.70/URE N1 OO MAX WI APPROVEDGS SIZES SCALE N.i.SDA� SIZ NAME NALIEIAI� TEST(PSF): +53.55/-61.50 MAX HEGHT: 24-0 DRAWN 6/12/13 CRT DWA1 J.KORMSI,PE Dalton. IMPACT/CYCLIC RATED(YES/NO): NO MAX SECTION HEIGHT:24'CHECKED ' 4576 OOIRITY ROAD 160 GARAGE DOORS SHEET I of 2 MOUNT HOPE,OH10 MODELS 4600/4650/6600/0300/850D/5150/5200/TM515/TM525 R.PE 77945 DIVISION OF OVERHEAD DOOR DRAWNG PART NO. REV. Tx PE 117668 3395 ADDISON DRIVE PROFE551ONAL ENZOVTS SEAL PROVIDED DNLY FOR PENSACOLA FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 2204 352066 P3 VERH Al-W WNDLOAD OONSIRUCTIW DETARS. (850 a74-ses0