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N.TS. � � O GONT.57EE1.RElAINER <br /> 19 GA END NINGE 3'20GA.ST(tUT WJ CON7 H7Ai SEAi. <br /> ^.:^.r� RT7ACHED V/{2J ATTACNED Vl <br /> � V4•x a�4• cz�va•x aia• ICY DEW�T�Gti ff 1iE519m15 OAtE BY <br /> 3"20Gh STRUTS °� HEX HEHD 5LREYS HIX XEAD SCREVS <br /> ATTPCHED V/f2> NT END PND CEN7ER .,,,._-�'- HOTTOH BRACI¢T A I�MIFD TO iBC 2010 lI 1 IdR <br /> 1/4'%3/4'HEX m 14GA RULLER CARRIERS ATTALHED ST�� V/3)1l�4u'�X 3/4A�� NTST�ON A-A SIDE VIEWI <br /> ttEA4 Scr�vs p7 - � B ADUED fiA7BlC N01E 01 01/I7 IGA <br /> EACN END STItE T9�D STSLE Y!C2>It4'x 3lA� <br /> HEX HEAD SCRE4S PER CRQRIER E ME%NEAD SCREYS MAX SRf cv <br /> INiER10R OF GARAGE 18'W1DTN �+ egq6atialt28688g� -+� <br /> ,�r�, o� 74'NEIGHi "�o^ e.�ia `. $H�,��d�� ,"c� <br /> Y.;�% 2'10 HFII.STEEL OR �q� MA%.WID'M 16�0� ��e,[C�T m �E �o�c�4'�'Ci E v��'!� d E o <br /> " 19 BALt NYtAN RIX.LER a e !j� <br /> a Vf5'STEH tll6fAnoHS}�s 9 a�e �.� S n �P�.��'iS <br /> 2'10 HALL STEEL OR ��-�7-T� D E S t G N L O A D S-^d a f�^' (�O ' ��TO��� <br /> TYPICAL END HINGE 10 Br�L NYLON R�L�rt DESIGN LOAD5�l_L_LLIJ_J_L_W +25.6 PSF �u y ii; i <br /> PLT.S � V/S•S7EH +2p4.8 LBS FT -29.1 PSF }a�� f � , ��i <br /> TYPICA� 807TDM BRaCKES -232,8 LBS%F7 SEE NpTE 2 TEST I,OADS E��-q1' '��� <br /> ,UJr'St� <br /> • t�3 st�e-o�a,x i-5je' N•T$• 4 SPECIGiCA7i0NS AND NOTES -}4�.17� �� ^�� v i�T� �� !J�l2 <br /> LAG BOLT AITACXEO Tp JM7B ,�° i•lt�e�C"� Q� '��.4 LL <br /> � AT EA JAlAB 6PACNEf LARGE • .ti"=,��i p\O,:'\..w �3 <br /> {N0.2 OR BE7'IEfi) L A R G E M!S S I L E �ROM'111EETRqCK TiEMLOAD I�S Q1Rµ5F�ERRED�'fOETHE�YERTCA�4 JMIBS�ACN� MISSILE �� ,a�u�-�°^.•=see�'�'G'''a� � <br /> 2a GA GEN'fER S7ItE iRA SFERR DTFRO�'fHER00CR.ER RfCEtYES NO PORIION OF INE 10A0 RE STANT �N FL ��f'O 6p���A���''boo g <br /> ER 5'�SSYb1��' �O� <br /> I M P A�T R E S I S TA N T Z'EACH YERnCAt J0.M85 RECEIYES MA%fMUM OESiGN LOADS OF. <br /> +204.9 LBS/Ff h -2728 LBS/FT <br /> J.DOORS AND HAftDWAFE K1lL 6E DESIGNED,MANUFACNpED a� <br /> AN�INSTAUED PoTH STANDAROS AS SET FORTi BY DASMA. <br /> THE METHOD 4F TE57ING WAS IH SllHSTANTiAt 4.DOOR SEC510N5.�iNAtl BE 23 CA M[N.{.013'}R4LLE0 fURMFD CiGHT 363 eaweuce c�ar vtnstoH-sv.cM,x,c zJws <br /> CONfORMANCE Wt7H TiiE PROCEOURE DESCRiBED!N ASThi �o�����AutY <br /> x0 G0.CALK S7EE1 E330&E7996,AND DASMA 108&115.THE PRESSURES 5.SUPPORTNG S7AUCTURAL ELEMFNIS SHALL 6E�ES�GNEO MOAEL 850 OAK SUMMIT SERIES 1000 & 2000 <br /> �0 SnIE SHOWN ON THE DRAWINCS K'ERE CALCULATED USINC,ASCE BY A ftEG15THED PROFESSIONAL ENGINEEFi i0p WiND LOADS �I <br /> 7/16'6tA.BOLT RETqINfR WOICATED ON 1H15 DRAINNC W A�DITON 70 O111ER LOADINGS. 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