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it <br /> �i <br /> i' I <br /> 1� <br /> I Ii <br /> �' <br /> I <br /> 14Gp.CEMER HMGE ATTACHED 13 GA COMMFRCI0.L I� <br /> p V/(4)1/�•x 3/<• 2. TOP fl%TIIRE FTTPCHED V/ <br /> 13 Gh GALV,C@IMERCInI HE%HEAU SCREVS (41 1/�•x 3/4'HE%HEAD SCREVS I <br /> T�P R�LLER BRALKET ADJUSTPBLE SLI�E HRPCKET PTTFLHED � <br /> ATTACHED V/C4)1/4'z � V/f2)S/16•z 3/4•80L7 AND NUTS il <br /> 3/�'HEX XEPD SCREVS � <br /> PER HRALNET 3•20GA STRIITS ATTACHED � <br /> V/(2)1/4'x 3/4' 0 �5[A eK1N(N600 6M650) I <br /> HE%HEpO SLREVS AT 29 GA SKIN(M93W <br /> _ CENTER STILE � <br /> DJUSTHHLE ROLLER CMRIER <br /> . -. . .. 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I� Ce <br /> ",NEF➢SCREVS m 14GA ROLLER CARRIERS ATTACHED 9'lt 14� '��'a ev0e° �, S�FL�B�►I �'^'� <br /> TO END STILE V/(2)1/1'z 3/4' TVO(2>ROVS aF THREE(3) INTERIOR OF GARAGE g 8� `5.^°'°��"•.F � 'i <br /> HE%HEAO SLREVS PER CARRIER VENTS E�IIALS IS S0.1NCHES DESIGN LOAD �y; �0y`lPO�\G��S ��a <br /> aP VENTALATI�N. <br /> - _:.-�< MAX.WIDTH 9�0' +26J PSF € �q�4 V F�� � <br /> • �/Y -31.8 PSF W C ,�ti?.'��O OG� ��� � <br /> "' 2'10 HPLL STEEL dQ 10 HALL " <br /> i o NYLON ROLLER V/5'STEN L A R G E M I S S I L E �s•�� a @.��, !✓ ,� i�s+K <br /> O— 7EST LOADS �`' <br /> T Y P I C A L E N D H I N G E D E S I G N L O A D S +40.1 PSF �e � �� <br /> ".'.5. 3 IMPACT RESISTANT +,Z°.z�s T -47�4P� �3 ��•.° sTf``` °` .��.� <br /> -742.2 LBS�T SEE NOiE 2 M�LE GJa •'s d..°..�C n� ��e ti�o o�,. <br /> (7)5/ta'DIa:7-S/e' z x 6 sm oA 5PF �PTIONAL VENT DETAI d �.y .�° ����� <br /> UC BOL7 ATTACHm TO JM1B (N0.2 OR 6E7'IQt) 6 sc[rmuna+s�xo xo*rs IMPACT E 2 C�'��`° f ``g �3 <br /> N.LS. € am pCSPE1>".?��e� `? <br /> AT EA JAMB 9RACKET FRON lNE iP IX TIENlO/D S�IRANSWRED�TOTiE VEPIICAL JAYBi�a �SISTANT �^C� a��� eoes.����' II <br /> OPTIDNAL STOP 1ME HIXiRONV1 JAYB 011 HEMQt REmVES NO PORTON Oi THE LOTO r <br /> MOLDING\ mINSERNm iR04lHE oWF. <br /> 20 W CENTER STI 2 FAOI�4t11G1 J�1YB5 lSmYF3 YN�YYY DE9GN LD�DS Oi: <br /> „_��,� � _,.ZZ�,� arr ! <br /> 1 OOOPS/ND HMOwME%1LL BE DE9QlED.Y�MIf�CMIm <br /> NN MSIALLE9 Y41N STANOIADS AS gT iMM 9Y DA54A � I _ <br /> THE METH00 OF TESTNC WAS IN SUBSTANTIAL 1.OOOR SECfIaNS SHALL eE 35 CA Ncl(•OIY7 NOLLID Fo1Mm t1GHT 160 CpRR1AGE COURT V7NSTON-SALEM,NC� E7105 WVAYARRL@1 <br /> CONfORMANGE W77H THE PROCEDURE DESCRIBED IN ASTM C��+aw Wwtt � <br />' E33D k E1996,AND DASMA f08 @ 115.THE PPESSURES 3.311PGOIiiWo SIiNCTUML ElD�EMs SNIL.0E 06'OlED <br /> SHONM ON THE DfiASNNCS WEHE CALCUU7ED USING ASCE BY A FEm�t+m FFortS9oNAL fNaNRn roR vnwu lAAos MODBI. �850 OAR SUbfMTT SERIES 1000 k 2000 <br /> 20 CA CAI.V.SiEE1 PIDICAiED ql 1M5 ORAMING IN MOIIION TO OTIEH IAMINGS <br /> END SnLE / 7-10 W11H THE FOLLOPoNG PARAMETERS(5 FEET OF OOOR MODEL �!600 SIRATFORD SERIES 1000 dC�2000 <br /> 7/16'�N.BOIT RETNNFR WIDTH IN iHE END ZONE.ROOF AT ANY SLOPE): e..wuw uuNv�cNn[5�No oimaevi[5 cM�c[000n5 V�+u[tt v,v�r <br /> mu.w uec�s vius sx a,wn-wwur�cmAco rwv�re v,a�.ourtr MODEI. �l950 HERITAGE SERIES 1000 &�2000 <br /> 1/4-2U x 5/B'fRACK �7)PER ROLIER W�ND SPEED(1APH) 16B 152 145 138 133 ra+�n+ENCE oi EwrvAFNT VPODUCis GIXt vapota�o APPRov.u. I I <br /> SPULE HOLT RND WT 1�GALV.STEEL 7RACK E%POSURE LEVEL 8 C C D D �•q�ro uBtEs a1 TxE YAa J roN ADWnoNAL oaon xwix5 yjE �y,y gy pq� OAIE 11�18�09 DRAl9A6�M1A�A <br /> OR(2)RIVETS TfiACK 7HI0(NESS.051' Mm iNEW OE9cN PAESSUP6 � <br />, TRACK MOUNi1NG DETAIL MEAN ROOF HEIGHT 50' t5' 25' �s' 25' a vu+c�srulP ooes nor casam nwoww c.weewncs. <br /> �E B a¢amer exc ont� upe/as IRC—00 i130-15— <br /> N.LS. 9@T I (f�,3 <br /> ' �i <br />' I I <br /> � i <br />, . ,. ; <br />