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N0.IUSTABLE R�LLER CARRIER )4Gh CENTER HINGE 13 Gn COMMERC]AL <br /> ATTACHEO V/(2)S/]6'• pTTPLNED V/(4)1/4' �}'2• <br /> �• I I T�P FI%TURE ATTA[HED V/ <br /> 3/4•BOLT 6 NUT PER x 3/4'HE%NEAD SLREVS (4)J/4•�3/0'MEX HEAD SCREVS <br /> o BRALKET "���' qDJUSTABLE SLIDE BRACKET ATTALHE➢ <br /> V/(2)0/16'x 3/4'BOLT AND NUTS <br /> Y a5[F cKIN(M600 6N630I <br /> �0 3'20G0.STpUTS ATTPLHEO O 2�GN SKW(H93W <br /> V/<2)1/4'x 3/4' • <br /> HE%HEAD SCREWS AT <br /> 13 Ga GALV.COMiERCIRI �� EACH CENTER STILE - <br /> TOP ROLLER HRACKET <br /> PTTACHED V/(4>1/4'x <br /> 3/P H[%HEnD 5[kEvs -:��.••,• SPLICE TRACKS AT 7H15 LOCA7ION <br /> PER HRPLKET SEE PAGE 2 F�R OPTI�NAL W�(4)1�4�-20 7RACK SPLICE <br /> GLAZE➢SELTI�NS STRUT :-��,•:� STILE ST1FfENERS(S> <br /> TYPICAL TOP FIXTURESO AND sTI�E LAYOUT e LOCATE➢IN WNGE HOLE(S) BOLTS k NUTS,SECURE TO JAMB <br /> K7s, 1 ON T�SECTIor�orbY H71Fi(J)5/16'DIA.%1-5/8' <br /> SEE(TPBLE E)OH PAGE 3��R 5 TYPICAL CENTER FiINGE 2 HOLEs fOR S7Ru7 LAG BOL75 <br /> FEL�lP1ENDED SECTI�IV LONi'IGIIRATION p N.T.S ATTALHMENT(IF STRUT <br /> 1 IS REOIUREO) S (1)5/76'DIA.x 1-5/B� <br /> tsP�Ito LAC BOLT ATTACHED TO JAMB <br /> .� ~��:p;''. <br /> AT EA.JAMB BRACKET <br /> � t 12 Gh GALV.STEEL <br /> ROP) <br /> JAMB BRACKETS <br /> rHHuSSncMS � � END HINGE ATTACHED W/(1)1/4'-20 <br /> tmr sHnvN 3 � O 14 W � TRACK SPLICE BOLT&NUT <br /> ppp��pp�ry THR�UGH �� CTHROUGH) <br /> N TYPICAL STILE STIFFENER/ � 1 G OR(2)RIVETS <br /> N.T.S. 'J <br /> E <br /> 2 4 D <br /> —f rvo a�Rovs or nweE<a� 1 B <br /> L VENTS EOUALS l5 S0�INCHES `3'K 20 GA STRUTS <br /> OF VENTALpTIDN. <2)PER SELTION <br /> (E%CIUDING TOP) <br /> 6 B (D pN TOP SELTION A <br /> --� � I�� i C�C i i i A <br /> � —� � ..� • I/3' <br /> SEE 7aBLE a au ra�a� � �s.�� SEE CTAHLE 3)ON PAGE 3 <br /> FOR STILE PLACElffNTS EE(TAeLE 1)PI1GE 3 0 <br /> F�R STRVT SPACING �i' FOR JAMB BRALKET SPACING <br /> r OT70M BRACNEf <br /> 16'-0'MF% VENTS PR�VIDE 70 sq In. I ATfACHED <br /> INSIDE ELEVATION ce2 sq.iti�ort oaTcoru� w/(s)i/a•.a/a• TRACK CONFIGURATION FOR 6'6" UP TO 14� TALL DOORS <br /> N.LS VENn OF UNOBSTRULTED ^ HE%HEAD SCREWS N.T.S. <br /> A3R FLOV EACH OPTIDNAL VENT DETAIL, � , <br /> N.T.S. ' � O CON T.STEFL RETAINER <br /> �' � U GA EIID HINGE 3'20GR.STRUT W/CONT.B7N SEAL <br /> •...�� ATTRCI¢D V/f27 ATTACHED V/ �y p�ppqyp{'(�µg�g OAIE BY <br /> 1/4�x 3/4' (7�1/4•%3/4' <br /> � HE%HEPD SCREVS HE%HEAD SCREVS A IWOAIED TO FBC 1010 11 I IAA <br /> 3'20Gh STRUTS qT END ANO CENTER HOTTON BRACKET ccr.7�ON A-A fSIDE VIEWI <br /> ATTACNED V/(2) STILES 14 G0.THICK RTTPCHED B AWED IUDNC NOff 01�01/13 NA <br /> 1/4'x 3/4•HEX m 14G0.R�LLER CPRRIERS ATTRCHED � N�<3>1/4'%3/4' N.T.S co <br /> HEAO SCREVS A7 7p END STILE V/(?�I/4'x 3/4' B ME%FRAU SCREVS MA%SIZE m tpylB�Ai08gp _e <br /> EACH ErID STILE HEX HEAO S[REVS PER CARkIER INTERIOR OF GARACE 16'N70TH �o ,a\a SH SSBy� A^�' <br /> °�po 74'HEIGHT �II LAQ'CJ`;....E�IGJ�'� •e� <br /> .'�.., II MAX V57D7H 16'0' (ooa+xocxi m q4'r G E�'11 �m 3 0 <br /> 2'10 BALL STEEL OR �a• ���T ro "'E o� •°V� S^� /�"o <br /> �' ��" ]0 BNLL NYLON ROLLER wflfM ILiTAndlS)�4 �w���^ �,,�� <br /> e V/5•STEX DESIGN LOADS 6d .n R:� <br /> 2'10 BALL STEEL OR }25.6 PSF ¢ '� NO ������ <br /> 10 BP1L NYLON ROLLER DESIGN LOADS�ID -29.1 PSF ��`:'ft� q�� . �.. <br /> TYPICAL END HINGE 3 Vis•s7eN +204.0 LBS/Ff �o" 17� eg,ex <br /> N.LS. ^ -232.8 LBS SEE NOTE 2 lEST LOADS •�.�U: � <br /> TYPICAL HOTTOM BRACKET/ n ` � +38.4 PSF E- '�,;f!� SIF:SC- Or :�;L�= <br /> N.T.S. � SPECIi1CATONS AND NOTES -43.7 PSF �� �:'J" � �m�'��. <br /> • U)5I18'DIA a f-s/e' � ��• .� � P,•'�m>ti <br /> UG BOLT A77ACHE0 70 JAMB LARGE � .).°'.,, rl�\�.�,G�`s �3 <br /> ' AT EA JAMB BRACNET y%B S1P OR SPF 1.ALL 7HE LOAD FROM THE DOOR IS 7RANSFF3iHE�TO'ME VQi71CAL 1RACK, MISSILE E�2 ,a'4�'� °°��''�0 Y� <br /> (N0.2 oR BETTER) LA R G E M I S S I L E 1�ME HORIZON ALKJAMB OR NEADFA RE OVES NO POR710NROF iliEULOAD RESISTANT € FL �v'������E� �0� <br /> 20 GP GENTER STILE 7PANSFFRPED FROM THE DOOfl. �L`C6'SCC3�'•�, �'P^ <br /> IM P A C T R E S I S TA N T +20�O.B IBS%FT Ak�232BELB5/����UM D61GN LOADS OF: y�.� -�..�+ <br /> 3.DOORS AND HAROWME WiLL BE DESIGNED,MANUFALNRED �[ `I <br /> AND INSTALLED W77H STAN�ARDS AS SET FORTi BY DASMA <br /> THE METFiOD OF TES7ING WAS IN SUBSTANiIAL 4•�OOR SECTIONS SNALL BE 25 CA MIN.(.0197 ROUED FORMm uGHT �6s CaapinGE CmmT VtNSmN-SnL[x.N.G 271os <br /> CONFORMANCE WI7H THE PROCEOURE DESCRIBED IN ASTM COuu6t�.v.OVA�7Y <br /> 2o Cn.GALv,siE¢ E330&E7986,AND DASMA 108&115.THE PRESSURES 5.SUPPOflTNC SIRUCRIRAL ELEAfEN75 SHALL BE DESICNED MODEL 850 OAK SUM�fIT SERIES 1000 & 2000 <br /> �o sn� BY A REGISTRED PROFESSIONAL ENGINEER FOR NIND LOADS � <br /> 7/76'�IA.BOLi PETAINER SHOWN ON THE�RAH7NGS WERE CALCULATED USING ASCE INDICAIED ON 7HI5 DRAWING IN ADDITON 70 O7HER LOADINGS. MODEL(�BOU STRATFORD SERIES 1000 & 2000 <br /> 1/4-20 z 5/e'TRnCK (1)PER ROLLEH 7-10 Wlhl THE FOLLOWING PARAMETERS(5 FEET OF DOOR e.AMARR NMlUFACNRES AND�ISTRIBUlES CARAGE�OORS UNOER HANY MODII.Q950 HERITAGE SERIES 1000 & 2000 <br /> SPUCE eOLT AND NUt W1DTH IN hIE END ZONE, ROOF AT ANY SLOPEJ: BRAND LABElS.PLEASE SEE AMARR-MANUFACNRED PRIVATE LFBEL CJiART <br /> OR(2)RIVETS 2�GALV.STEEL TRACN <br /> iRALK THICKNE55.063 WIND SPEED MPH 768 752 745 738 133 FOR REFERENCE OF EOUIVALENT PROOUCTS FOR WiNDLOAD MPROVAL gg ppqg{BY �IC DAIE 11�13�09 MAX41C h111�EA <br /> , TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D 7•REFER TO TABLES ON T/E PAGE 3 FOR ADDITIONAL DOOR YADiHS <br /> ry,yg, MEAN ROOF HEIGHT 30' 75' 25' 15' 25� 8.PANEL STAMP DOES NOT EFFECT'h1NDlAAD GIPABILI11E5. B UIEIXmBY WT DAIE 11/13/09 IRC-6016-130-15-I <br /> 9ffET I 6 J <br /> .- r, <br />