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.............I <br /> (D (2)NILTI X-U 5NOT PINS FROM EA. U1 2x NAILER w/ 141LT1 X-U DRIVE PINS <br /> 4x41455 STEEL BEAM AT 12" o c. <br /> 2`.D BEAM PER PLAN (D 400T125-33MIL wl(2) 012 5CREW5 H <br /> TO 1455 TOP AND BOTTOM OF WALL <br /> � � o <br /> U3 4005162-33MIL CF5 STUD AT 16" 0 `'' <br /> or_ x Q, ,"',,. <br /> 0 <br /> 1/4 Ic � ~ <br /> ® 1455 COLUMN SUPPORT 11114ERE x o o¢, <br /> 2 OCCURS o C <br /> I 1 CD-Cl- <br /> �- <br /> 0 1 3 (]E) 1455 GIRT BETWEEN COLS <br /> X ±✓ o <br /> = � r <br /> I I 4 M <br /> C-Co <br /> � <br /> Cn <br /> m N <br /> o n <br /> C::> <br /> CO <br /> 2 <br /> II <br /> Store: <br /> YOSEMITE & COTTAGE <br /> 219 BEAM TO BEAM CONNECTION 216 HSS PURLINS AT STEEL DECK 214 ROOF SCREEN MANTECA, CA 95336 <br /> 252-190521 NO SCALE 223-190464 NO SCALE 215-162106 NO SCALE <br /> Restaurant #RC529 <br /> Ul FIN15W PER ARCI4'L Ul FINI514 PER ARG4'L. <br /> 0 1455 3-1/2x3-1/2x3/8 AT 6'-D" MAX, <br /> Professional of Record: NAME <br /> ( STEEL BEAM PER PLAN2`J 5TEEL BEAMS PER PLAN2U L3x3x3/16x0'-3" ANGLE CLIP EAG4 <br /> U3 1455 2 1/2 x 2 1/2 x 1/6 STEEL BEAM ( STEEL BEAM PER PLAN 6 510E TUBE,IUELD TO TUBE UJ/ <br /> 1 3/16" FILLET <br /> 3 1 ® 1455 2 1/2 x 2 1/2 x 1/6 STEEL P05T 3/16 N ® 1455 2 1/2 x 2 1/2 x 1/6 STEEL P05T (3 3/6" DIA.T14RU BOLT EAC14 CLIP <br /> AT 2'-0" o c. 3/16 AT 2'-0" o c. IYAW <br /> �/ 3 1455 2 1/2 x 2 1/2 x 1/6 STEEL BEAM 5 ® FULL DEPT14 TRUSS BLOCKING PER <br /> S TRU55 t FR.CLIP BLOCKING TO DESIGN <br /> 1 TRU55 wl 5IMP50N A34 TO EA. <br /> TRU55 C140RD.EXTEND TRU55 <br /> BLOCKING (1)BAY EA.5IDE OF A r c h it e c t u r a l <br /> 2 4 ROOF SCREEN POST.BOUNDARY <br /> o FASTEN ALONG BLOCKINGSolutions Group <br /> -- /16 TYP m 38 EXECUTIVE PARK, <br /> 1/4 2 <br /> 3/16 M55 TOP C140RD SUITE 310 <br /> II II <br /> TYP /16 1 © 2x6 BLOCKING wl 51MP50N A34 TO IRVINE, CA 92614 <br /> 3/16 TYP. 5 2 TRU55 TOP C14ORD <br /> 4 <br /> 7 2x6 BLOCK tu/51MP50N A34 EA, <br /> END.BOUNDARY FASTEN ALONG <br /> BLOCKING <br /> 3 ® L 3x3x3/16 ANGLE BRACE wl (4) N R* 6, <br /> 5 4 1/43" 505 5CREW5 TO BLOCKING y�y <br /> 9`J 140R1Z.W55 3x3x1/4 co W ,� Q c <br /> W �J W 0 N <br /> CORRAL RIM CONNECTION CORRAL RIM CONNECTION A sECT�N VERT. MFR To DESIGN FOR 4000 o o Q z <br /> 220 217 VERT,DEAD LOAD. 5 <br /> 220-190821 NO SCALE 249-190521 NO SCALE 5103>d <br /> (D STEEL FASCIA PER PLAN Ul COLUMN PER PLAN <br /> U2 L3x3x1/4 CONT.STEEL ANGLE TYP 3 U2 1/2" T141CK CAP PLATE /16 A. CUT 140LE IN ROOF 514EATWING FOR <br /> BETl.1EEN TUBES1/4 <br /> , U3 STEEL FASCIA C14ANNEL TOTUBE. DO NOT OVER-CUT <br /> U3 (2)51MP50N 50525112 TO STEEL ( -�—P OF 514EAT141NG <br /> DECKING 2 PARAPET 9 Prototype: P4 EXTENDED-HV,SCHEME A <br /> 3/16 2-1 1 <br /> ® 1455 PURLIN PER PLAN II 1/4 TYP <br /> I I � Prototype Issue Date: 6.29.2020 <br /> 3/16 2-1 U5 STEEL DECKING PER PLAN. — — — — — — — — — — — 2 A Design Bulletin Updates: INCLUDED <br /> © (2 WILT] XU SWOT PINS FROM STEEL <br /> I1L Date Issued: Bulletin Number: <br /> 3 DECKING TO 1455 PURLIN ( 1/ ( -\ <br /> 4 O o NOV. 2018 1 &2 <br /> TYP —— — ,— — <br /> 2 14 I 3 I I 6 1 I I 1ST BLDG. SUBMITTAL <br /> II I <br /> I I I 61 <br /> a)-/ TYP 1/4 <br /> I 13/16 � <br /> 1/4 <br /> I I I I <br /> PLAN VEW <br /> o -- - 1- - <br /> $ � 4 <br /> QO) REVISIONS: <br /> 16, 1 08-07-20 1st. Bldg. Submittal <br /> 2 <br /> 221 HSS PURIM AT FACIA STEEL BEAM 218 STEEL FASCIA INTERSECTION AT STEEL COLUMN 215 STEEL TUBE AT WOOD TRUSS 3 <br /> 216-162106 NO SCALE 226-192481 NO SCALE 224-162106 NO SCALE 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> Sheet Title: <br /> FRAMING DETAILS <br /> Date: 7.23.2020 <br /> Project Number: RAC19024.0 <br /> Drawn By: CAD <br /> E <br /> o <br /> N <br /> RIGHTN Sheet Number: <br /> � Uo <br /> � o <br /> ccr <br /> engineers NSA S5m3 <br /> 0i 0 <br /> N <br /> J <br /> Q <br /> 1— <br /> cj CD <br />