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14GA.R HINGE FE 2•X 20 GA STRUT 24 D0.MIN EXTERIOR SKIN (I)2'20 Gp ATTACHED V/(2)1/4'X 3/4' CENTER HINGE ATTACHED KBAKED➢N POLYESTER FBCSN STRUT ON TGP SECTION V!<4)1/4'x 3/4' NE)t HEAD SCREWS PER STILE MEX NEAb SCREWS 14 GA.DURASAFE )EX HEAD SCREWS AT EACH STILE 12 G0.GALV.COMMERCIAL :'-. - END HINGE ATTACHED TOP ROLLER BRACKET .-.- V/(2)ID/4'x 3/8' ATTACHED V/(3)1/4'x ;..� NEX 2M) SCREWS 3/4'HEX HEAD SCREWS i4GA➢URASAFE PER BRACKET ,,.- ROLLER CARRIERS ATTACHED �} �7f TO END STILE V/(3)1/4'x 3/4• 32 GA COMMERCIAL HEX HEAD SCREWS PER CARRIER 1/4'4'�3/IN4•E)R%ICAO CREWS AT EACH END STILE ADJUSTARLE SLIDE BRACKET ATTACHED 2'ID HALL STEEL ROLLER V/(2)1/4'x I/V BELT AND NUTS Vl STELA AND(3J 7/ifi' 2'X 20 GA STRUT ATTACHED LT RETAINER USED FOR V/(3)1/4'X 3/4' 'I' THREADED FASTENERS HER HEAD SCREWS PER 2'ID BALL STEEL ROLLER END STILE AND V/(2)1/4,x 3/4' '. � '11...: V/3'STEM AND(1)7/16' MEX HEAD SCREWS PER CENTER STILE DOLT RETAINER USED FOR CFC-FREE EXPANDED THREADED FASTENERS OLTSTYRENE INSUATIDN TYPICAL TOP FI%TURFS 1 TYPICAL DURASAFE END HINGE 3 itB DENSITY N.T.S. A. R-S.T3,U-1)17 END HINGE � 14 G0. IT DURASAFE CENTER HINGEf q 1 a 1 �J 0 U E'EO GA STRUT AT A ...•�V/CJ)l/4•x 3/4•HEX HEAD SCREWS AT EACH EN➢STILE AND 0 to BOTTOM BRACKET V/(2)I/4'x 3/4'HEX HEAD SCREWS E 13 Ilk ATTACHED AT EACH CENTER Si6.E ( 1 x V/Ci)1/4'X 3/4' I HEAD SCREWS O HER HEAD SCREWS D 2.1D BALLS AND a)RETAINER USED FOR • • 27 GA MIN INTERN SKIN y 2'x am THREADED SHAFTS PER ROLLER STRUT STRUT CLIP J3GA BOTTOM BRACKET TYPICAL BOTTOM BRACKET ATTACHED TYPICAL 2 y ICAL TOP STRUT ATTACHMENT NT.S 4 V/(W 14'x 3/4' HEX HEAD SCREWS DWOW, ;MMET AINER COW MISSILE ECT704 A-A(ciDp V7 W IMPACT RESISTANT OE9PT�1 InSX718 BATE IY SPECIFICATIONS AND NOTES ' 1. ALL THE LOAD FROM THE MAX SIZE .".""• ' DOOR IS TRANSFERRED 70 THE VERTICAL TRACK, 9'WIDTH "" { I FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. 14'HEIGHT •• • �O THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD = i 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR DESIGN LOADS w 0 "` (•» +120.2 LBS/FT & -142.2 LBS/FT +2.8 PSF �LL; :� •'�•1p0; �` 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED as` NO. 579 •��, A AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. TEST LOADS 34 4. DOOR SECTIONS SHALL+BE 24 GA. (0216) MIN. EXTERIOR SKIN (1.5'DC9GNLOADS) E �''*• f/`�', s' ROLLED FORMED, W/BAKED ON POLYESTER FINISH +40.1 PSF 14 $ OF INSIDE ELEVATION 5. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 -47.4 PSF S xTs 6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED LARGE MISSILE BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS IMPACT •• NIL.•:,•''•"'• N�(1)5/16'DIA.X 1-5/0' G)2-3/8'X 3-I/2•IBGA RESISTANCE FL ..... „ LAG BOLT ATTACHED TO JAMB STEEL BACKER PLATE GLUED TO 2 X 6 SYP OR SPF AT EA.JA B BRACKET INSIDE EDGE AT TOP AND BOTTOM (N0.2 OR BETIFR) OF EACH STILE IACRIION THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN DASMA 108&115. ASTM INTERIOR OF GARAGE ... E330, E1886, E1996, &F588.THE PRESSURES SHOWN ON �NTREBMATIC THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH MAX.WIDTH 9'0' 63 CARRIAGE COURT VINSTON-SALEN N..271as THE FOLLOWING PARAMETERS(5 FEET OF DOOR WIDTH IN THE MODEL 20 ca.cuv STEELEND ZONE, ROOF AT ANY SLOPE): #1200 HERITAGE 3000 END SALE WIND SPEED (MPH) 168 152 145 138 133 II��„ MODEL #1200 OAK SUMMIT 3000 EXPOSURE LEVEL B C C 0 D DESIGN LOADS SHORT, LONG, FLUSH & OAK SUMMIT PANELSE 14312E x 5/9-TRACK +142.2 LBS/FT SEE NOTE 2 97E pRANN GY RR OAtE Wf18/i< �,{g,I6 h'[t�q SM.(2)BOLT AM NOT MEAN ROOF HEIGHT 30 15' 25' 15 25' -t42.2 LBsjFT oR(z>RIVETS TRACK MOUNTING DETAIL 2•CALV.STEEL TRACx B CIIG61 By DIKE IRC-1lAushi p-11—I N.T.S. TRACK THICKNESS,051' 91ElT 1 0'3