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(D STEEL FASCIA PER PLAN STEEL FASCIA PER PLAN UO GRIND SMOOTH U41ERE REQUIRED <br /> BY ARGH'L <br /> ( BOUNDARY FASTENERS ( STEEL BEAM PER PLAN <br /> ( STEEL DECK PER PLAN H <br /> 1 ® STEEL BEAM PER PLAN �O x o <br /> �5 GUTTER PER ARGH'L ( I/4 c\J <br /> 2 <br /> I _ <br /> o <br /> I/ 4 <br /> 3 <br /> 2 I x /) <br /> L3 <br /> w G D ,- <br /> CD <br /> - - - - - I <br /> CO <br /> 4 1/4 I <br /> I I <br /> I I <br /> Store: <br /> YOSEMITE & COTTAGE <br /> 228 ROOF DECK AT FASCIA CANOPY BEAM 225 ROOF DECK AT FASCIA CANOPY BEAM 222 TUBE BEAMS AT TUBE COLUMN MANTECA, CA 95336 <br /> 228-190918 NO SCALE 220-182108 NO 5CALE 5506-23 080303 NO SCALE <br /> Restaurant #RC529 <br /> (1 COLUMN PER PLAN (D TRELLIS BEAM PER PLAN <br /> 2x8 LEDGER w/(3) 16d AT EACH <br /> �2 1/2" THICK GAP PLATE STUD Professional of Record: NAME <br /> �2 BOUNDARY FASTENERS <br /> ( SIMPSON LU HANGER AT EACH <br /> JOIST TO LEDGER <br /> TYP I/4 I <br /> I <br /> AGS. I/4 V - 2 DESIGN <br /> II I I <br /> 2 Architectural <br /> I <br /> III TSP j 1/4 Solutions Group <br /> 38 EXECUTIVE PARK, <br /> -- - - - - - - - - - - SUITE 310 <br /> - - - - - - - - IRVINE, CA 92614 <br /> 3 <br /> I 1 <br /> I <br /> 1/4 <br /> PIAN VIEW <br /> ti <br /> d <br /> to Z o O o <br /> W 2 J <br /> O =Q Z Cl 0 co <br /> 229 STEEL. FASCIA INTERSECTION AT STEEL COLUMN 226 STEL. FASCIA INTERSECTION 223 WOOD FOIST AT WOOD LEDGE �P <br /> 229-190918 NO SCALE 226-201221 NO SCALE UAU06-09 010911 NO SCALE <br /> NOMINAL BEAM NUMBER BOLT SHEAR PLATE WELD 1 O HANGER PER PLAN OR SCHEDULE <br /> DEPTH "D" OF BOLTS DIA. THICKNESS SIZE <br /> UP TO 7 2 0 0 3/4" I/4" 3/16" <br /> S" TO 10" 2 0 3/4" I/4" 3/16" Q CP <br /> 1211 TO 1411 3 3/4" 3/5" 1/4" - O Prototype: P4 EXTENDED-HV, SCHEME A <br /> 16" 4 3/4" 3/5" 1/4" Prototype Issue Date: 6.29.2020 <br /> 18" 5 3/4" 3/5" 1/4" 3" MAX. O <br /> 2I" 6 3/4" 3/S" 1/4" <br /> Design Bulletin Updates: INCLUDED <br /> TYP (2) <br /> —/ , Date Issued: Bulletin Number: <br /> 24" 6 1" I/2" 5/16" I/4 SIDES <br /> 1/2 1 NOV. 2018 1 &2 <br /> 2l" 1 1" I/2" 5/16" M� � O <br /> 30" 8 1" 9/16" 3/8" — — — — — — <br /> 1ST BLDG. SUBMITTAL <br /> 33" 9 1" 9/16" 3/S" 4 <br /> 36" 10 1" 9/16" 3/5" � O - - - - - - - - - - - - 1 <br /> 40" 11 1" 9/16" 3/S" <br /> A. PROVIDE 2X PLATE ON TOP OF <br /> �I SHEAR PLATE THICKNESS AND ® 2 x BOLT DIA. O O 3" O MAX BEAM S REQUIRED <br /> DEPTH BEYOND <br /> TO MATCH <br /> BOLTS PER SCHEDULE <br /> �5 AISC MIN.EDGE DISTANCE <br /> A5 OCCURS <br /> (D WELD SIZE PER SCHEDULE <br /> © HORIZ SHORT-SLOTTED HOLES <br /> ( DO NOT RETURN FILLET WELDS PER AISC 360 AT 3" o4,MIN. IN <br /> ACROSS TOP AND BOTTOM EDGES EITHER BEAM OR SHEAR PLATE REVISIONS: <br /> OF SHEAR PLATE UN.O,ON DETAILS. STANDARD A. SEE G.SN.FOR BOLT SPECS. 1 08-07-20 1st. Bldg. Submittal <br /> ROUND HOLES IN MATING PIECE <br /> 2 <br /> 230 TYPICAL SHEAR PLATE CONNECTION SCHEDULE 227 STEM. TUBE AT STEE.. TUBE 224 WOOD JOIST AT WOOD BEAM 3 <br /> 50402-01 080226 NO SCALE 240-190464 NO SCALE AU06-08 010911 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 /> C) <br /> N � 0 <br /> N <br /> RIGHTCD Sheet Number: <br /> _ <br /> � Uo <br /> � o <br /> engineers NES <br /> o <br /> � J <br /> Q <br /> 1- <br /> N� <br />