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�I STEEL FASCIA PER PLAN FINISH PER ARCH'L. H55 3-1/2x3-1/2x3/8 At 8'-0" MAX. <br /> (2 L3x3xl/4 CONT. STEEL ANGLE (2 STEEL BEAMS PER PLAN (D L3x3x3/16x0'-3" ANGLE CLIP EACH <br /> BETWEEN TUBES SIDE OF TUBE. WELD TO TUBE U1/ <br /> �3 STEEL BEAM PER PLAN 3/16" FILLET <br /> �3 (2) SIMPSON SDS25112 TO STEEL 1 H <br /> DECKING 3/16 ® HSS 2 I/2 x 2 1/2 x I/8 STEEL POST <br /> —7 F3 3/8" DIA. THRU BOLT EACH CLIP T <br /> 3/16 2-1 1 AT 2'-0" o.c. 5 W N o <br /> ® HSS PURLIN PER PLAN 3/16 8 , ® FULL DEPTH TRUSS BLOCKING PER ` . o M <br /> 5 (3 HSS 2 1/2 x 2 1/2 x 1/8 STEEL BEAM CD x ti <br /> 6 TRUSS MFR. CLIP BLOCKING t0 w <br /> 3/16 2-I �5 STEEL DECKING PER PLAN. — — — — — — — — — 2 ~ <br /> TRUSS w/ SIMPSON A34 t0 EA. w C N <br /> 1 TRUSS CHORD. EXTEND TRUSS •fir o CD M <br /> © (2 HILTI XU SHOT PINS FROM STEEL _ BLOCKING (1) BAY EA, SIDE OF W o M x <br /> 3 DECKING TO HSS PURLIN 2 4 ROOF SCREEN POST. BOUNDARY Q <br /> FASTEN ALONG BLOCKING La o <br /> TYP w = I <br /> 2 /16 T <br /> 0 TRUSS TOP CHORD v o <br /> 1 O N C/) ti <br /> CD <br /> 5 2 © 2x6 BLOCKING w/ 51MP50N A34 TO71 <br /> 4 TYP I/4 TYPTRUSS TOP CHORD o rn <br /> 00 <br /> 3/16I CD <br /> 2x6 BLOCK w/ SIMPSON A34 EA. <br /> END. BOUNDARY FASTEN ALONG <br /> BLOCKING <br /> 4 <br /> ® L 3x3x3/16 ANGLE BRACE w/ (4) <br /> 5 1/4x3" SDS SCREWS TO BLOCKING <br /> �9 HORIZ. HSS 3x3xl/4 <br /> A SECTION 10 TRUSS MFR TO DESIGN FOR 400* Store: <br /> 221 <br /> HSS PURLIN AT FACIA STEEL BEAM CORRAL RIM CONNECTION VERT. DEAD LOAD. KETTLEMAN & L. SACRAMENTO <br /> 218-182108 NO SCALE 217 249-190521 NO SCALE <br /> LODI, CA 95242 <br /> ( GRIND SMOOTH WHERE REQUIRED ( COLUMN PER PLAN /16 Restaurant #RC576 <br /> BY ARCH'L <br /> TYP 3 (J 1/2" THICK CAP PLATE TOP OF A. CUT HOLE IN ROOF SHEATHING FOR P4E-HV'M SCHEME A <br /> 1/4 TUBE. DO NOT OVER-GUT Professional of Record: NAME <br /> 1 03 STEEL FASCIA CHANNEL - PARAPET SHEATHING <br /> I I 2 I I I g <br /> 1 <br /> 1/ DE SIGN <br /> 4 II 1/4 TYP1/4 <br /> I I I <br /> I� o l o <br /> - - - - - - - 1/4 — — — - - — �— — Architectural <br /> TYP I I 6 I I Solutions Group <br /> FAA <br /> — 1/4 3 I I 6 1 I 1 101 Central Expressway South <br /> I I I Suite 100 <br /> 3/16I I Allen, TX 75013 <br /> CONTACT: EVERETT FIELDS <br /> (469) 619-1164 <br /> EFIELDS@PMDGIINC COM <br /> 1/4 I <br /> PLAN VIEW o o <br /> 8 0 4 <br /> 10 <br /> \NEER * b/fid <br /> U A6� O o <br /> Qw � Q N <br /> ROOF SCREEN STEEL TUBE AT WOOD TRUSS " T <br /> 222 TUBE BEAMS AT TUBE COLUMN 218 STEEL FASCIA INTERSECTION AT STEEL COLUMN 215 0 0¢ z o N <br /> 5506-23 080303 NO SCALE 226-192481 NO SCALE 215-201598 NO SCALE <br /> �cP <br /> 8/031 * ca <br /> 0 2x8 LEDGER w/ (3) 16d AT EACH (I (2) HILTI X-U SHOT PINS FROM EA. <br /> STUD 4x4 HSS STEEL BEAM <br /> (2 BOUNDARY FASTENERS <br /> (D BEAM PER PLAN <br /> ( SIMPSON LU HANGER AT EACH FINISH PER ARCH'L <br /> JOIST TO LEDGER <br /> Prototype : P4E-HV 2020 -2.0 RELEASE <br /> 2 1/4 Prototype Issue Date: 7.14.2020 <br /> 31 Design Bulletin Updates: -- <br /> Date Issued: Bulletin Number: <br /> 1ST BLDG. SUBMITTAL <br /> 3 <br /> I 2 <br /> REVISIONS: <br /> 223 WOOD JOIST AT WOOD LEDGER 219 BEAM TO BEAM CONNECTION 216 HSS PURLINS AT STEEL DECK 12.22.2020 1st Building Submittal <br /> 1 <br /> U1U106-09 010911 NO SCALE 252-190521 NO SCALE 223-190464 NO SCALE 2 <br /> 3 <br /> �I HANGER PER PLAN OR SCHEDULE ( FINISH PER ARCH'L 4 <br /> 5 <br /> �2 STEEL BEAM PER PLAN <br /> 6 <br /> �3 HSS 2 1/2 x 2 1/2 x 1/6 STEEL BEAM 7 <br /> 8 <br /> 3 1 ® HSS 2 1/2 x 2 1/2 x 1/8 STEEL POST <br /> AT 2'-0" o.c. <br /> I <br /> Sheet Title: <br /> I FRAMING DETAILS <br /> II <br /> II <br /> Date: <br /> 1/4 2 12.07.2020 <br /> 1 I I <br /> TYP 3/16 /16 Project Number: 202175 <br /> A. PROVIDE 2X PLATE ON TOP OF 4 Drawn By: TA/CAD <br /> BEAM AS REQUIRED TO MATCH <br /> JOIST BEARING DEPTH BEYOND 0 <br /> AS OCCURS o co ai <br /> N r � <br /> Sheet Number: <br /> D o <br /> 10RIGHT <br /> m •� tiIl- <br /> e N <br /> S503 <br /> 224 WOOD JOIST AT WOOD BEAM 220 CORRAL RIM CONNECTION <br /> U� <br /> W06-06 010911 NO SCALE 220-190521 NO SCALE 'r Q <br /> N <br /> O C <br /> N L <br /> C0 m <br /> Ln � <br /> N <br />