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14GA CENTER HINGE ATTNCNED 13 GA CN4fERCIRL <br /> 13 W GALV.C@AIERC]AL 0 V/U)1/�'K 3/4• 2. 70P P1%TURE A7TACNED V/ <br /> TLiP R�LLER HRR[KET HE%HEAD SLREVS f4)1/1'x 3/�'HE%HEA➢SCRE'.'S <br /> ATTACHED V/(17 1/1•r ADJUS7ADLE SLIOE BRPLKET ATiAtF�D <br /> 3/�'HE%HEAD SCREWS • V/�2)9/16'��/4'BOLT NID NUTS <br /> PER HRACKET 9•20GA STRU7S ATTACHEO <br /> V/f2)1/4'%3/�' O Ps .A enf w.N(MSpp 6�_55p) <br /> HE%IffAO SCREVS AT ,� 24 GA SK1N(M930) <br /> CENTER STI�E <br /> JUSTAHLE R�LER CAqR1ER <br /> A l�CMED V/(�3/16'• <br /> 3/4'HOLT 6 NUT PER waze��+.*.ur <br /> BRRCKET <br /> TYPICAL TOP FIXTIIRES SEE PAGE 2 FOR OPTl@!�L <br /> .N.T.S 1 GLAZEO SECTIONS STRU7 � �� SPLICE TRACKS AT 7H1S LOCA710N <br /> seE cTAeLE�ON ar�ce 3 Fe+ r�D STI�E LaYOUT TYPICAL CENTER HINGE / o � W/(4)7/4'-20 TRACK SPLICE <br /> REC@1NEIIDED SELTI@�COK'IGURpTJ�N N.Li G BOLTS&NU15,SECURE TO JAMB <br /> 1 5 vnrn(a�s/is•oin.x�-s/e• <br /> i LAG BOLTS <br /> 5 <br /> e07TN1 BRACKET �P�«� <br /> � E'20GF.STRUT 13 GA THILK ATTACHED (7J 5�16'DIA x 1-5/B� <br /> A77ACHED V/ V/(3)1/1'%3/�' LAC BOLT ATTACHED TO JAMB <br /> t2�I/�'%3/4• IE%N[nD SCREVS qT EA.JAMB BRACKET <br /> HEX HEAD SCRE4S <br /> T �T END AND CENTER <br /> ��P� STLLES I QID HINGE <br /> N• • 14 G0. <br /> 3 :o: _ ,z�a mu.v.s,� <br /> crxawcro <br /> G ATfACHED W/(1)1/4�-20 <br /> n TRACK SPLICE BOLT k NUi <br /> 7HROUGX 2'10 HALL STEEL OR 10 HALL <br /> nmoss�mrts 2 4 ( H NYLON ROLLER V/S•S7E17 OR(2)RIVETS <br /> NOT SIWN <br /> ��n TYPICAL HOTT�M BRACKET <br /> KT S 4 3'Y 20 G0.SiRUTS B <br /> � U)PER SECTIDN <br /> 6 STILE STIFFENERS 4) , <br /> B LOCFTED IN HINGE HOLE(9 <br /> ��= =�=' p ON TOP SECTIDN M1LY A <br /> XOLES FOR STFUT ■7p GA STRVf <br /> SEE TAHLf 4@!PAGE 3 � A ATTACi�VENT�iF STRUT U)0!1 HOTTNI SECTION <br /> FOft ST2L[Pu[En[MS EE RASIE U PAGE s Is REOUIREW SEE<TABLE 3)�IJ PAGE 3 <br /> F�STpIlr SPnciNG �� OTfON BRACKEf FOR JAMH HRACKET SPIICING <br /> 9'-0'HA% ���£��,'S ATTACHED <br /> xH w�(a)��'M 3/4' TRACK CONFIGURATION FOR 6'6' UP TO 14'TALL DOORS <br /> INSIDE ELEVATION VENTS PNOVIDE 70 sG m. ' �" H HE srRews <br /> N.T.S (62 sq.InFOR UPT]ONAL ., �(• N.T.S. <br /> VEl1n�UNOHSTpUGTE➢ <br /> A1R FLOV EACIL p O CO i,57�{,PEf EIt <br /> o O WJ�COHT.B7Y S� <br /> fSy p66RPi'pN fF fQ.N901b DAIE BY <br /> 0 11 GA EN➢{QNGE PTTACHE➢ <br /> V/!2J]i�•x 3/�• TYPICAL STILE STIFFENER A tA9A1E0TOFBCT010 11/Y9/12�R <br /> HE%HEAD SLREVS 5 ,j�TION A—A (�JD VI W) B AOOED(iARVC NOIE 1 RR <br /> 3'BOGA.STRUIS N.T.S N.T.S <br /> ATTACHED V/(2) ^ t��Illl�le ��°+ <br /> 1/�'H 3/1'Ffl( MAX SIZE \@e 'fs <br /> HEAD SCflEVS TO END TILE V/�(2�1/1•T��1' TVD(a ROVS Di'TNREE(� 9�%14� � e��a6�, SkE(�,j'�i �'�" <br /> HE%NEAO SCREVS PER CARRIER' VEMS EoLt4LS IS 50.INCHES INTERIOR OF CARAGE 0 lC,�!i� z <br /> 0�VENTPLATI@L DESIGN LOAD �� �ee,��P,•���I�Si��7 e <br /> •i,w.v +26.7 PSF w� 4 O; �' �fi 8 <br /> _ ��r MA%.WIDiH 9'0� -37.8 PSF W u 4 ti e ',Ct� L <br /> ''^`�^' Y 10 HALL STEEL¢7 10 HFLL e' WO OO 9 . � <br /> o NYLON R�LLER V/S•STEM o J- 1E$T LOADS a � '�� ,� •* <br /> L A R G E M I S S I L E DESIGN LOADS +40.1 PSF �� �° <br /> TYPICAL END HINGE 3 � � �'�19 f� �Q.�a' . <br /> N.T.S IMPACT RESISTANT —47�aP� �� �:�. STA�[ OF :� <br /> +,so.s i.es/Fr s�No�z $a w,� <br /> -142.2 LBS/FT �- �'' �( <br /> (1)5/18'DIA�7-S/B' 2 X 6 SW Ofl SPF MISSIGLE J e '�••'G �n���P•`,��'�LL <br /> LAO BOLT.pTfACMm TO JANB (N0.2 ON BETfEF) OPTIONAL VENT DETf17 6 IMPACT E� ���e �•�'�� �3 <br /> SPECi1Gl1IX15�f10 NOiFS 7B � y 0 <br /> A7 EA.JMtB BR�GtEr rtrs �'moN nic m^a�i�"i°c°�b roiaws�m iomixc�nnw�.iti�°�' RESISTANT ��F� ,O�'�8s���g Dt�O`� �� <br /> OPTIONAL STOP 7NE NOItl20NTAL JA48 Ofl I�ICE71 NECFJV6 NO POHiWN Oi 7HE LOAO <br /> 20 W CENTER STtLE �DING nv,nv[iaxm mou m[000p.�5 /y�+y+ <br /> iiaa�i�es�i�'O-iisza�/r*u�vuwu omcri tn�os at W// <br /> z ooaas um wnowinc veu ee omcxco,uu�ur�crvnm <br /> ,vm wsrwm�xn/srNmu+w ws scr rm.x ar o.�w,� <br /> TFiE METHOD OF TE5iINC WAS M SUBSTANIIAL 4.DOON SELRIGN9 91ALL LE L'6�YPl(.0f97 q0.1ID fdiMm 116`1T 769[RRR[AG[COVRT VINSTlIIM-SN.EW N.G znm VvVwwRR.CWI <br /> CONFORMANCE lN7H 7HE PROCEOURE UESCRIBED IN ASTM CouYFNOII Wum <br /> E330&E1996,ANO DASMA 108 k 175.iHE PRESSURES e.91PPa3TT�o Sr+UCNRAI E1FVFN15 SxN1 BE oE4cxED <br /> 410riT!ON 1HE DRAri7NG5 WEfiE CALCULATED USIN6 ASCE BY A PEG6i11ED GNOi64MIK FH4tNFFEF PIXt YAMD lAM4 6SODBL �860 OAK 3UMAtIT SSRIES 1000 & 20D0 <br /> 2a cA.cALV.s7EEL ramann o,n�uxnr,v+o a wmnox io o7xrn tn�pNa9. <br /> END S71LE 7-10 WITN 7HE FOLLOW7NG PARMIElERS(5 FEET OF DOOR LSODII. �BOO STRATFORD SBRIIES SO00 AC ZO00 <br /> 7/16'otA BaU RE7NNER WIp7H IN THE END ZONE,ROOF AT ANY SLOPE): 0.wuu+u�u��cfuR[s u+o orsiwavi[.s aN+ncc ooa+s uxom wxr <br /> ���P�RQ� giANp UgpS pIFASE$�11MR-YANUf11C1UpFD PRIVAIE UffL dMT �iODEL�860 HSRITAGE SERIES 1000 $ 2000 <br /> 1/h20 x 5/8'TRACK N1ND SPEED NPM 16B 152 115 138 1J3 �nrt P1hnEH�E of EMVUFM vaoWCls ica wuotnin.wvrrovu. <br /> SPLICE Bm7 AND NUT 2'CAW.SfEEl 7RACK E7�OSURE IEYEI B C C D D �.A�10 TI�B�FS 011 lNE�AGE]fON IDDfnONAL oaaN NtDlliS � ��� � p,q[ 11�IE�09 DRAFR�C FBAS4R <br /> OR tv RIVETS 7PACK t1UG1R1E55.051' MEAN ROOF HEIGNT 30' 15' 25' 1S' y5' '��o[5v+viesai�fs <br /> TF2ACK MOUNTING DETAIL 6 PAN6 STNIP DOES NOi EiFECi NNDlAAD GPAB6171E5. B p�p¢p gy �IC UAR It/IB/09 IRC-6009-130-15-I <br /> N.ts 9R1 I fF J <br />