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�I BOUNDARY FASTENERS <br /> (D CONT. STRAP PER PLAN. EXTEND <br /> STRAP ACROSS LENGTH OF <br /> (2 SIMPSON H10 CLIP AT EA. TRUSS BLOCKING <br /> (a) SHEAR PANEL BLOCKING PER (D CONT. LEDGER PER PLAN OR <br /> 1 TRUSS MFR DETAIL H <br /> T <br /> O <br /> ® 5IMP50N A35'5 AT 24" o.c. ( 4x4 BLOCKING w/ HU44 HANGERS N <br /> 1 TYP. EA. END. ` x o M <br /> (3 DOUBLE TOP PLATES w �_; x <br /> N <br /> 0 o ti <br /> 3 w o c_a <br /> Q z <br /> Q� <br /> 77- <br /> La U o <br /> nn o <br /> x � ° T <br /> � co <br /> � Q i <br /> 2 <br /> 4 CL) mc� <br /> C=) r-- <br /> CD <br /> rn <br /> 0 <br /> C-0 ai <br /> CD <br /> 5 <br /> Store: <br /> 247 WOOD TRUSS AT BEARING WALL 241 DRAG STRAP AT LEDGER <br /> KETTLEMAN & L. SACRAMENTO <br /> 2 41-2 02 115 NO SCALE 2 52-190918 NO SCALE LODI, CA 95242 <br /> ( GRIND SMOOTH WHERE REQUIRED (D 1/2" DIA, LAG SCREWS AT 8" O.C. 0 1/2" DIA, LAG SCREWS AT 8" O.C. Restaurant #RC576 <br /> BY ARCHIL TO BLOCKING AND (2)LAG TO BLOCKING AND (2) LAG P4E-HV-M SCHEME A <br /> SCREWS AT EACH STUD SCREWS AT EACH STUD. PROVIDE <br /> L4x4xl/4x0'-4" LAG SHIELDS WHERE BRICK Professional of Record: NAME <br /> STEEL BEAM PER PLAN VENEER OCCURS PER ARCH'L <br /> ELEVATIONS <br /> (3) STEEL LEDGER PER PLAN <br /> (D STEEL BEAM PER PLAN <br /> I I <br /> CLR, O BOTTOM, EACH END3 3 A35 TOP AND O STEEL LEDGER PER PLAN <br /> 1/4 1/4 TYP 2 ® 6x10 BLOCKING w/ A35 TOP AND DESIGN <br /> 2 BOTTOM, EACH END <br /> Architectural <br /> Solutions Group <br /> 1 101 Central Expressway South <br /> 4 Suite 100 <br /> Ilk 7'- FAA <br /> Allen, TX 75013 <br /> 4 CONTACT: EVERETT FIELDS <br /> 1 (469) 619-1164 <br /> 0 3 TYP 1 EFIELDS@PMDGINC.COM <br /> 1/4 1/4 1/4 TYP <br /> R 4K bib <br /> ti <br /> U A6� O o <br /> cn Z cc <br /> 0 <br /> Qw Q N <br /> 248 TUBE BEAMS AT TUBE COLUMN 244 STEEL CANOPY AT WOOD STUD WALL 242 STEEL CANOPY AT STUD WALL o =Q z o N <br /> 5506-23 080303 NO SCALE 220-191450 NO SCALE 242- NO SCALE <br /> cP <br /> 5 <br /> �I EDGE FASTENERS (D 2x6 STUDS PER PLAN BEAM PER PLAN <br /> (2 2x6 STUD HIGH TOWER FRAMING AT 02 8x BLOCKING AT CANOPY LINE w/ (D COLUMN PER PLAN <br /> 16" o.c. 5IMP50N A35 CLIP TOP AND <br /> BOTTOM AT EA. END. <br /> ( SHEATHE HIGH TOWER w/ 5W15 PER <br /> SW SCHEDULE FINISH PER ARCH'L. <br /> ® (2) 5IMP50N 1/4" x 4 1/2 SDS 3/16 ® CONT. C&11.5 LEDGER w 1/4 <br /> / (2) 1/4" x Prototype : P4E-HV 2020 -2.0 RELEASE <br /> 3 2 SCREWS AT 16" o.c. 1 I/4 3 1/2" SDS SCREWS AT 16" o.c. Prototype Issue Date: 7.14.2020 <br /> 3 <br /> (3) ROOF TRUSS BY OTHERS 6 5 2 H554x4xl/2 STEEL BEAM Design Bulletin Updates: -- <br /> 1 4 © HSS 2 1/2 x 2 1/2 x 1/6 AT 2'-0" o.c. Date Issued: Bulletin Number: <br /> _77- <br /> 1ST BLDG. SUBMITTAL <br /> 1/4 <br /> 1/4 <br /> 4 I I <br /> 2 I I <br /> 5 <br /> REVISIONS: <br /> 249 HIGH TOWER FRAMING AT TRUSS 245 STEEL CANOPY AT WOOD STUD WALL 243 STEEL COLUMN TO BEAM 12.22.2020 1 st Building Submittal <br /> 1 <br /> 222-182469 NO SCALE 211-192160 NO SCALE 243-190918 NO SCALE 2 <br /> 3 <br /> (D SDS 1/4x6" SCREWS AT 6" o.c. TO 4 <br /> 2x6 WALL BLOCKING AND (2) TO 5 <br /> EA. STUD. PROVIDE 2" VERT. SLOT 6 <br /> IN STEEL, STEEL WEB OR CHANNEL 7 <br /> STEEL DECKING CONNECTED TO 8 <br /> STEEL ANGLE. SEE DETAIL 218/54.3 <br /> FOR ADDITIONAL INFO. <br /> STEEL CHANEL PER PLAN <br /> Sheet Title: <br /> ® HEADER PER PLAN <br /> I <br /> GLAZING PER ARCH'L FRAMING DETAILS <br /> © SDS 1/4x6" SCREWS AT 6" o.c. TO <br /> HEADER <br /> Date: 12.07.2020 <br /> 4 <br /> 2 Project Number: 202175 <br /> Drawn By: TA/CAD <br /> 6 TYP o <br /> I/4 <br /> O y <br /> 3 o ao ai <br /> N r � <br /> Sheet Number: <br /> 5 CORIGHT <br /> ;vUo <br /> D 6CD <br /> m •� ti <br /> engineers N <br /> 246 (N) CANOPY AT STUD WALL <br /> rn S5m7 J <br /> 246-202115 NO SCALE Q <br /> N <br /> O C <br /> N L <br /> co <br /> L <br /> N <br />