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i; <br /> ,a <br /> I; <br /> I� <br /> L <br /> I� <br /> � <br /> 14GA LENiER H1NGE PTTPCl�D 13 GA COMMERLIAL E� <br /> 13 G0.GALV,COhIMERCIFL o V/�4)1/A' 3/<' IF�-.�- 70P FI%TIIRE ATTRCHED V/ I <br /> ToP nOLLER eRACKET HE%HEAD SCREVS I 2� �4)1/�'K 3/0'HE%NEPD SCREVS �j <br /> ATTACHEO V/(4)1/4'r PDJUSTAHLE SIIDE eRACKET PTTACHED <br /> 3/�•XEX!¢AD SCREVS � I V/f2)S/16•a 3/4'BOLT AND NUTS <br /> PER HRACKET � ' <br /> 3•20GA STRUTS ATTIICHED <br /> V/(2)1/4•x 3/4' 0 �5 f•A c_KiN fN600 I1M650) <br /> HE%HERD SCREVS AT 24 Gp SKIN(M95W �I <br /> CENTER STILE - f� <br /> DJUSTPHLE ROLLER CNRRIER <br /> .. �. .. . A FCHEO V/f2)5/]6'% <br /> 3/4•BOLT 6 NUT PER -"�"'" i <br /> �\ ....:�,..,,. <br /> BRACKET <br /> _TYPICAL TOP FIXTURES/ q \ SEE PAGE 2��R OPTIONAL f <br /> N.LS 1 GLAZED SECTIDNS STRUT � SPLICE TRACKS AT iH15 LOCA710N <br /> AN➢sT7LE LnrOUi �1 W/(4)1/4'-20 TRACK SPLICE <br /> sEE t7AeLE 2>ON PAGE 3 FIXt TYPICAL CENTER HINGE � <br /> RELDIIXEtmED SELTI�N CMffIGURATI�N � N.LS. L BOLTS dC NUTS,SECURE'�f0 JAMB <br /> v�ni(a)s/�s•oia x�-s/e• <br /> 1 e �nc eo�rs �; <br /> s <br /> HOTTdM HRACKET 6PL1CD ff <br /> '� 2'20GA SiRUT _ 13 G0.THICK ATTACHED (��5/16�DIA%1-5�8�f� <br /> ATTnCHED V/ V/c3)1/4'X 3/4• tAG BOLT ATTACHED TO Jf1MB <br /> 2)L4'%3/1' HE%HEND SCREVS pT EA.JAMB BRACKET �� <br /> HEX f�AO SCREVS <br /> 7 AT END AND CENTER I� <br /> R�) STILES o 0 11�q,lNGE <br /> 1 <br /> 3 •�• � �z ca cuv.s�a. <br /> tiHauUGM JqMB BRACKETS ' <br /> � ATTACHED W/(1)1/4';j20 <br /> D TRA(;SPLICE BOLT&NUT <br /> T���� 2'10 BALL STEEL�10 BALI OR 2 RIVETS <br /> EMDOSa�EMS �] H NYLON ROLLER V/5'STEM � I' <br /> ra7 ctaenT � 4 TYPICAL BOTTOM BRACKET/ n � t g <br /> -* 3•x 20 Gh STRU7S <br /> � �T•S tl)PER SECTION !� <br /> 6 STILE STIFFENERS U) I <br /> B L�CATED]N HINGE lOLECS) � <br /> ON TOP SECTION @!LY p <br /> �^ ���� A <br /> HOLES FOR STRUT 2•x 20 GA STRIIT <br /> SEE TABLE 4 ON PAGE 3 � A ATTACHMEM CIF STRUT /(ll ON H0TT011 SECTIN! SEE CTAHLE 3)ON PAGE 3 !� <br /> �o¢s71LE PLf�CEMENfS EE RAHLE 1)PAGE 3 IS REOUIrtED) FOR JAMH HRALKET SPACING I <br /> 9_o � FOR STRUT SPACING .._ OROM BRACKET <br /> ATTACHED <br /> INSIDE ELEVATION VENTS PROVIDE 70 sq In. '•�����, w/(3>t/a'x a/a' TRT�K CONFIGURAlION FOR 6�6" UP TO 74'TALL DOORS <br /> (62 sq.InFOR OPTfONAL MIX HEAD SCRENS � <br /> N.T.S yENf)OP UNOeSTRULTED <br /> AIR FLOV EALFi O O CoN7.STEEL RETAINEft � <br /> 0 wi coNT,an�seni. <br /> r�v nESO�no�a��tao�a wrz er I I <br /> 14 Ga END HiNGE AttACNED <br /> v/2�1/4'x a/a' TYPICAL STILE STIFFENER A UPDAIEDTOFBC21A0 II/19/12 pR I; <br /> XIX HEAO SCREVS �,�,,� SECTION A—A SIDE VIEW) ' <br /> 3•20GA STRUfS e N.T.S, N.LS. { B PDDFD QIIDIG NO7E 12/RO I IER II <br /> AiTACHED V/c2> MA%SIZE a 91Ee��e11tjgplp, 9� �Q <br /> 1/{fgA➢SCREVS m TO END ST LE�(2)1/1•Txc3 4' TVD(?�ROVS OF TXREE C3) 9�x 14' �'.'i �m�ee5�. SIiE(�yFs�� oi <br /> HE%NEAD SCREVS PER CPRRffR VENTS EDUNLS IS Sd INCHES IN7ERIOR OF GARAGE q Q. °Ey'• <br /> oF VENTnlailmu. DESIGN LOAD �� e0�� e°�� S'° �o <br /> _ ..,�.: ��. MAX. WIDTH 9'0' +36•8 PSF �� %�`ZQ'�"`• F•' �� <br /> ..""� �� 2'10 BALL STEEL di 10 BALL w� a 1�0 OG« :� � <br /> o NYLON ROLLER V/5•STEH ���T 7EST LOADS �° ��+ '� *� <br /> TYPICAL END WNGE L A R G E M I S S I L E 1 DESIGN LOADS +40.1 PSF �?o o,.fl; ry/ l;�� <br /> '3 -47.4 PSF E5 e,�: STfil[ �F I.'C'J 2 <br /> "�'�s I M P A C T R E S I S TA N T ' +120.2 LBS/FT 5�No,�2 -� o •,,��� <br /> �� -1422 LBS/FT �=� „•.�` Y-.:`i o <br /> (1j 5/te•Dih v 1-S/B' 2 X 6 S1P OR SPF pPTIONAL VENT DETAIy C � SPECIRLRTONS AND NOlES M�E �� ��d�ii����i°?�R��;`��4�3 <br /> LAC BOLT ATTACHED TO JAMB (N�.2 OR BETIER) � IMPACT E 2 a�,C, �i�`pd; �7 <br /> AT EA.JAMB BRACKE7 N.7.5. cAO TMi m�n�°Yi�o°0°mµs�esrtxun rov aicum�es'�a' RESISTANT F°e�F� '�ac.+p�ois naa's°"0,i on <br /> OPTIONNL ST� ME NOfIfZONLLL.ULB OF NEACFR PEQIYES NO PONTION Of 111E lDM <br /> 2o GA CENTER STILE �I�\ a ua�nuwd.wes�aivES uwmiw omcu toMS a: <br /> „so��,� � _,.�z��, arr � <br /> A ODOFS M1D NMDWME N1LL BE 061GNE0.YANUGACMim ' <br /> AND MSW1ID MM STANOMOS AS SEf iOflTN BY OiISUA • � , <br /> THE ME7H00 OF 7ESTNC WAS IN SUBSTANTIAL I.DOIXI gCTONS 91NL BE ZS GA NPL(.OID')RIX1ID FIXWm YGH7 167 CARRIPGE COUR7 VINSTON-SALEM�N.C� 27107 VW.VNRRLOM <br /> CONFORMANCE WflH THE PROCEDURE DESCRIBED IN ASTA1 ��ou W�' <br /> E3J0 @ E1996,AND DASMA 108&115.THE PRESSURES b.9iPPOrtiR+O mNCnIRI1 M��FH15 9fALL BE oE9aED <br /> I <br /> SHOWN ON iHE DRAWiNGS WEfiE CALCULA7ED USING ASCE BT A NECbIPm PROiE590tlAL EM41MEQi iUN MR1D LAMS MODEL�!850 OAK SUbSM1T SERIES l000 ZOOO <br /> IO CA GALV.SIEEL / uIDiGT1D ON TMS ORAMW G 01 MDI110N TO OMFA 1A�01NG4 <br /> Q�p g�� 7-10 WI7H iHE FOLLOWING PARAME7ERS(5 FEET OF DOOR a�uuw uu�uvACniaES.wo oisiwe��wanr.c ooms uxua+wvn' MODEL{�600 SIRATFORD SERIES 1000 & 2000 <br /> 7/16'DN.BOLT REfNNEFt W�DTH W 7HE END ZONE.ROOF AT ANY SLOPEJ: �µp�ps�y y,gµ�qp_�yiACNaEO PPrvAft u�l anFn MODEL�950 HERITAGE SERIES 1000 &�2000 <br /> (1)PEft ROLLER N1N0 SPEED MPH 168 152 745 138 133 vM n[�mWC[a'EWlvnttJiT vaooUCrs fwi wxowi,o/aPROVa �� <br /> 1/4-20 x 5/BTRACK 2'CALK SIEEL TRACK E%POSURE LEVEL B G C D D ylE pRAyN 6'( ORC DAIE 11 IB 09 dU'�NG�IAIHA <br /> SPUCE H�LT HNp NUT ].R6EF TD TABlES ON Tff PAGE]iIXt AOOITOlLLL DOOfi 1MiN5 �/ <br /> OR(Ta RIVETS ��T����•057� MEAN ROOF H�GHT 30' 15' 25' 15 25' ���m�P�R� � <br /> . 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