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O1 COLUMN PER PLAN O DOUBLE TRUSS PER PLAN AT O1 SHEAR PLATE, BOLTS, ETC., PER EDGE OF UNIT AND OPENING A$ TYPICAL SMEAR PLATE O2 *3 HOOKED DOWEL AT 24" oz.TO OCCURS CONNECTION SCHEDULE LAP w/HORIZONTAL REBAR r--------------------------- ------------------1 (D FIRE-FAB TRUSS BLOCKING BY O3 Ny 4 i i OTHER5 AT EDGE OF UNIT AS O3 v 32O WELD SIZE PER TYPICAL SHEAR 0 (2)05 IN END TO LAST CELL OF i i OCCURS w/ SIMPSON A34 AT EA. AX' � PLATE CONNECTION SCHEDULE, W N o 3 WALL i i TRUss CHORD �1 -i TYP.AT SHEAR PLATE TO BEAM ` .x o CF) S i 1 `,,�' ( WEB IELD5 w v ti ® *5x3'-0" A106 DOWELS AT 24" oz. i i 0 4x6 TWREATED CURB a/ (2) C�, WELDED TO W55 COLUMN a/ STUD L--- r---J SIMPSON 1/4"x4-1/2 SDS SCREI� n 4 � I _ � 0 MIN.WELD SIZE PER RISC 360, o rn 2 GUN x/3/16 WELD ALL AROUND 4 i rc AT 12" oz.TO TRUSS CHORD. O ( TABLE J2.4, TYP.AT SHEAR x o _� i COUNTERSINK 1/2" MAX.AS PLATE TO BEAM FLANGE WELDSW REQUIRED v c o ------------------- ----------- 2 1 5 ® COPE BOTTOM OF BEAM A$ "'� , ® L3x3xl/4x0'-6" CLIP AT EA.END O NECESSARY TO AVOID '�' = g 1 AND MIDDLE OF UNIT u�/(2) 1/2" 0 INTERFERENCE w/ SHEAR PLATE O ° c- � DIA.LAG SCREWS TO CURB tu/ 3" OR BOTTOM FLANGE OF c "m �, -____-- MIN.EMBEDMENT AND (6) I/4"xl" I A I BEAM t1) S� o r.- ------- ____-- SUPPORTING BEAM i i i i i TEK 5CREW5 TO UNIT co 'D STIFFENER PLATE OPPOSITE co 0 MECHANICAL UNIT AND CURB BY SHEAR PLATE. STIFFENER ~ 3 i i i i i OTHERS 3THICKNESS 54ALL EQUAL SHEAR PLATE THICKNESS. STIFFENER 4 I O AX. O NOT REQ'D.WHERE DEPTH OF A. EMBED COLUMN FULL HEIGHT OF i i i I I SUPPORTED BEAM IS LESS THAN 3 CMU WALL i O I O 1/2 THE DEPTH OF THE ------- ------- SUPPORTING BEAM o l o 4 © STIFFENER SHALL EXTEND TO Store: WITHIN 1/2" OF BEAM FILLET YOSEMITE & COTTAGE 2 1 1 4 233 EAMS MECHANICAL UNIT AT WOOD TRUSS 1 ��X',OKI O DIFFER IN DEPTH BY WHERE SUPPORTED 3" OR �ANTECA, CA 9533fi 225-182108 NO SCALE �7,, Typ GREATER, EXTEND SHEAR PLATE FOR DEEPER BEAM TO Restaurant #RC529 7 2 1 2 BOTTOM FLANGE OF O3 7 O 2x BLOCKING EA.SIDE OF VERT.tu/ FY I BEAM (2� SIDE$ SUPPORTA BEAM AND ILD SIMPSON A35 CLIPS EA. END PER NOTE Professional of Record: NAME V-1 0 Ef O2 (N)4x8 BLOCKING w/ SIMPSON A35 ® OFFSET TOP OF BEAM TO MATCH CLIPS EA.END ADJACENT STEEL JOI5T BEARING DEPTH A$ OCCURS b 0 WOOD TRUSS _ 01 _ 01 10 to O HORIZ.BOLT ROW AT "D" = 7" 4 ® IOGA SPLAY WIRE CRO55 BRACING 0 0 ® OR LESS AT ALL (4)51DE5 OF HANGING DESIGN 7d 4 P1 8 ROD5 W/ (4)TIGHT TURN WITHIN 1 1/2" 10 AT DETAIL 251A, USE 5TD.HOLES IN FAA BOTH BEAM WEB AND SHEAR 4 3 0 KITCHEN HOOD PLATE. BOLTS SHALL BE FULLY A r c h i t e c t u r a l © HANGING ROD PER MFR PRETENSIONED. FAYING SURFACES Solutions Group 3 SHALL BE PREPARED A$ REQ'D. O _ o O FOR CLASS "A" SLIP-CRITICAL � L3x3xl/4x0'-4" w/5/S" DIA.THRU D ®i ®i ® JOINTS (SEE G.SN.FOR ADDITIONAL 38 EXECUTIVE PARK, BOLT AT EA.HOOD HANGER ROD ® INFO,) SUITE 310 LOCATION IRVINE, CA 92614 3 1 ® F3/S"x3" TAB PLATE TRACK 6 WELDED TO ROD AND HOLE THRU 9 BRACE 0� 4 d v�Z Q o 04 W ¢J ( V N O = tZ Q Z Cb,� 236 STEEL COLUMN AT MASONRY WALL (PLAN VIEW) 234 HANGING KITCHEN HOOD AT ROOF TRUSS 231 STEEL BEAM TO BEAM SHEAR PLATE CONNECTION ~ P 236-M2160 NO SCALE 221-192160 NO SCALE 251-200231 NO SCALE 251A AS NOTED zXW O L4x4x1/4x0'-6" ANGLE w/ (2) O PROVIDE MITER JOINT AT SIMPSON 5D525300 WOOD SCREWS CORNER5 TO TOP PLATES AND 3x BLOCKING.PROVIDE 1/4" VERT. SLOT IN ANGLE TO TRUSS CHORD O2 WOOD TRUSS Prototype: P4 EXTENDED-HV, SCHEME A ( 3x6 STUDS AT 16" oz. Prototype Issue Date: 6.29.2020 ® BRICK VENEER A$ REQUIRED Design Bulletin Updates: INCLUDED I Date Issued: Bulletin Number: 1 2 I NOV.2018 1 &2 it 0 0 1ST BLDG. SUBMITTAL 1V- I PLAN VEW 3 4 REVISIONS: 1 08-07-20 1st. Bldg. Submittal 2 235 INTERIOR BRICK WALL AT TRUSS -2 -3-2 EEL.STEEL FASCIA INTERSECTION AT STCOLUMN 3 232-162106 NO SCALE232- NO SCALE 4 5 6 7 8 9 Sheet Title: FRAMING DETAILS Date: 7.23.2020 Project Number: RAC19024.0 Drawn By: CAD E C) N 00 RIGHTN Sheet Number: � Uo � o engineers N o � J C� X C CO