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�2 14GA.DURASAFE N f MIN EXTERIOR SKIN 2. 2'%20 GA STRUT CENTER HINGE ATTACHED a/BAKED STRUT O T ON POLYESTER FINISH STRUT ON W/C SECTION ATTACKED SCREWS 1/4•x 3/4• ATTACHED SC fW 1/4•'X 3/4' HE U)1/4'x 3/4• HEX NEA➢SCREWS AT EACH STILE - HEX HEAD SCREWS PER STILE HEX HEAD SCREWS 14 GA DURASAFE END HINGE ATTACHED 12 GA GALV.COMMERCIAL •i�R:; S V/[2)1/4'x 5/0' TOP ROLLER BRACKET HEX HEAD SCREWS ATTACHED V/f3)1/4'x _ 15.:fi!c:3:w':i: 14 GA DURASAFE 3/4•HEX HEAD SCREWS ROLLER'ARR2ERS ATTACHED f2 GA COMIERLWL PER BRACKET O TO END STILE V/(3)1/4'x 3/4• FI%TIAE ATTACHED V/(3) HEX HEAD SCREWS PER CARRIER 1/4'x 3/4'HEX HEAD SCREWS AT EACH END STILE ADJUSTABLE SLIDE BRACKET ATTACHED V/<2)1/4•x 1/2'BOLT AND NUTS 2'10 HALL STEEL ROLLER V/5'STEM AND(11 7'16• 2'X 20 GA STRUT ATTACHED ,i DLT RETAINER USED FOR O V/CO 1/4'X 3/4• THREADED FASTENERS HE HEAD SCREWS 2'10 HALL STEEL ROLLER END STILE AND W/C21 1/4'%3/4' - Ifl V/5•STEM AND(1)7/16' HEX HEAD SCREWS PER CENTER STILE .�,_.� THREADED RETAINER BTENER3� CFC-FREC NEPIN�UL°ATHIM 1 LET DENSITY TYPICAL TOP FIXTURES 1 TYPICAL DURASAFE END HINGE '� R=5.73,U=017 N.LS W.T.S. J END HINGE �� 14 GA TYPICAL DURASAFE CENTER HINGE/ -\' a fu E•20 W STRUT ATTACHED /WCO 114'x 3/4'HEX HEAD SCREWS 1 5 A BOTTOM BRACKET W/f2)V4EXx9LEHE%°FD AD SCREWS O O 13 GA ATTACHED AT EACH CENTER STILE, f2>I%4'x 3/d• WA 1/4'X 3/4• HEX HEAD SCREWS O O HEX HEAD SCREWS 009 2.10 HALL STEEL ETROLLER USE STEM FOR 27 GA MIN INTERIOR SKIN AND(D RETAINER USED FOR p.x p°T,A, THREADED SHAFTS PER RCLLER STRUT STRUT CLIP 13GA BOT7011 BRACKET TYPICAL BOTTOM BRACKET .I ATTACHED N.T.S. 'Y V/131 1/4'x 3/4' _ TYPICAL TOP STRUT ATTACHMENT O HEX HEAD SCREWS .7 N.r.s 5 RETAINER LARGE MISSILE SECTION A—A (SIDE VIEWI IMPACT RESISTANT F V DLsIVHGI OF RINGRS DATE BY SPECIFICATIONS AND NOTES MAX SIZE ...... qN • I. ALL THE LOAD FROM THE DOOR'IS TRANSFERRED TO THE VERTICAL TRACK, 9'x1otH •' FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 14'HEIGHT ,.•�s�1y ! THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD DESIGN LOADS gE ;'•0 '.......... .. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: Y +120.2 LBS/FT & —142.2 LBS/FT ±57.0 PSF wQ No. 679 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED .61 A AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. TEST COADS (1.s x 0E9fN LOADS) ;o s4 4. DOOR SECTIONS SHALL'BE 24 GA. (.0216) MIN. EXTERIOR SKIN 7 8 qF — +4G.1 PSF ROLLED FORMED, W/BAKED ON POLYESTER FINISH 5. DOORS OVER (4)SECTIONS REFER TO TABLES 1 AND 2 —47.4 PSF ._ �`•' INSIDE ELEVATION 6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED LARGE MISSILE n �•�� ,• =3 N.T.S. IMPACT 2� • 'L n17 BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS RESISTANCE V FL�•� .... LA SBOLT DI&ATTACKED x ED 10' (D 2-5/0'%3-1/2'18GA AT BOLT ABTACHm TO JAMB STEEL.EDGE A PLATE GLUED TO 2 X B S R E SPF AT EA.JA 0 BRACKET INSIDE EDGE AT 70P AND HOTTON (N0.2 OR BETTER) OF EACH STILE LOCATION arr THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE U// WITH THE PROCEDURE DESCRIBED IN DASMA 108&115. ASTM INTERIOR OF GARAGE E330,E1886, E1996, &F588.THE PRESSURES SHOWN ON ENTREdNATIC THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH MAX.WIDTH 9'0' 165 CARRIAGE L[0 VINSTON ITT N.C.3 05 THE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN THE MODEL #1200 HERITAGE 3000 20 cA CALV.S1EEL END ZONE, ROOF AT ANY SLOPE): MODEL #1200 OAK SUMMIT 3000 END sDLE WIND SPEED MPH 168 152 145 13B 133 EXPOSURE LEVEL B C C D D DESIGN LOADS SHORT, LONG, FLUSH & OAK SUMMIT PANELS U4-20 x 5/8'TRAO( +120.2 LBS/FT SEE NOTE 2 Sff DRAIN BY R4R OAIE N?8 H MANG MNE SPLICE BE AND NUT MEAN ROOF HEIGHT 30' 15' 25' 15' 25' —142.2 LBS/FT DR(z)RIVETS TRACK MOUNTING DETAIL 2 cuv.sTEEL TRACX 8 02GGo ar DALE IRC-1209-130-11-I N.T.S. TRACK TNIIXNESS.., SIM 1 OF 3