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1 5 4 <br /> 01 EDGE NAILING 01 INTERIOR NON-LOAD BEARING, 01 PLYWOOD SWEATWING <br /> 2 DOUBLE END STUDS OR POST PER NON-SWEAR WALL WITW 2x PLUS lx 20 TYP. TRUSS PER PLAN. M <br /> O TOP PLATE O— <br /> PLAN WITW BOLTED OR STRAP 2 o <br /> JN PER PLAN 03 (2)2x6 AT OPENING UP TO 48" <br /> 14OLDOU <br /> 20 NTC CLIP AT 6'-0" oz.MAX. 2 C? <br /> 1 ® SPACING, U.N.O. WIDE.(2)4x6 FOR OPENINGS UP TO ` L <br /> EXTEND SWEAR WALL WITH 6 0 WIDE. ATTACH TO TRU55 � r <br /> 03 5 <br /> 14OLDOUIN TO END OF CORNER 2 4 USING SIMP50N "B" TYPE WANDER. c� <br /> 2 03 2x4 PLAT BLOCK AT SPACING TO o o� <br /> ® SWEAR WALL SWEATWING 8 MATCH 02 ATTACH TO TRUSSES �: <br /> ® PROVIDE TRUSS AT EDGE OF o � ?� <br /> 3 4 3 w/ (2) 16d EACH END OPENING. <br /> PACE NAIL STUDS TOGETHER w/ 16d - .U. Z <br /> AT SPACING TO MATCW SWEAR ® I 1/4" GAP MAX. 3 � GIRDER PER PLAN A5 OCCURS x M CC o <br /> �� AT 2x4 WAIL <br /> WALL EDGE NAILING OF TWE SHEAR A TRUSS PARALLEL. TO W0�7 WALL 16 GA SLIP TRACK w/ l2)X10 p �o' <br /> WALL REQUIRING TWE CLOSEST N © STRAP ACROSS TRUSS ABOVE � n � <br /> SPACING SCREWS TO EA. BLOCK AND (2) 10 AND BELDUJ OPENING w/ 51MP50N o E c� <br /> 4 SCREWS TO EA. STUD o r. <br /> 1 I MSTA36 STRAP w/PULL LENGTW o rn <br /> 77 <br /> I © DRYWALL BACKING BLOCK A5 © WTC CLIP AT 6'-0" oz.MAX w/ *10 EDGE NAILING TO 2x6 BLOCKING CO a� <br /> REQ'D. 2 SCREWS IN LIEU OF NAILS AT CF5 RECEIVING STRAPS. � <br /> TRACK 6 <br /> ® 11 x A. MINOR OPENINGS 12" SQUARE OR <br /> 2 x LESS REQUIRE NO SPECIAL <br /> �27 - FRAMING. <br /> B. CONSULT STRUCTURAL ENGINEER <br /> 3 4 1 <br /> 1 FOR OPENINGS WIDER TWAN 6'-0" <br /> PARTIAL SCHEMATIC ROOF FRAMING NOT SPECIFICALLY DETAILED ON Store: <br /> F B- I TRUSS PERPeN� TO WOOD WALL A. INTERIOR STUDS SWALL BE 2x4 AT PLA'. YOSEMITE & COTTAGE <br /> B 1 AT 2x6 WAIL 16" oz, 2x6 AT 16" oz, OR C. EDGE NAIL SWEATWING AT <br /> 3625162-33MIL AT 16" oz., PER PERIMETER OF OPENING. MANTECA, CA 95336 <br /> 18 SHARED HOLDOWN AT CORNER — PLAN VIEW ARCWITECT. 14 TYPICAL OPENING w ROOF DECK <br /> UJA01-10 BDW.060326 NO SCALE B. CF5 STUDS SWALL BE PER ICG 14-182108 PLAN VIEW NO SALE Restaurant #RC529 <br /> ESR-3064P OR EQUIVALENT <br /> 01 AISC MIN. EDGE DISTANCE OR ( HEADER PER PLAN Professional of Record: NAME <br /> EDGE DISTANCE TO X. <br /> O ACCOMMODATE PLATE WASWER 20 KING P05T / STUD(5)PER PLAN <br /> AND WELDS, W141CWEVER 15 O <br /> GREATER ( A34 CLIP PER TABLE A. MAY BE <br /> 0 3 INSTALLED TOP OR BOTTOM FOR <br /> ( 1/4" OR MIN. WELD SIZE PER RISC 5 SINGLE CLIP <br /> MANUAL TABLE J2.4, UIWICWEVER 15 TRUSS PARALLEL TO CFS WALL <br /> GREATER,FOR BASE PLATES UP DESIGN <br /> g ® ALTERNATE CLIP LOCATION <br /> TO 3/4" THICK. 5/16" FOR BASE <br /> PLATES OVER 3/4" TWICK50 WITW ALTERNATE LOC'A'TION, A r c h it e c t u r a l <br /> 03 DD NOT ULD TWE ENDS OF TWE N 8 FASTEN TRIMMER / CRIPPLE PER <br /> TABLE Solutions Group <br /> COLUMN FLANGES OR TWE FILLETS 6 <br /> (K REGIONS)OF TWE COLUMN © CLIP NOT REQUIRED ON TOP OF 38 EXECUTIVE PARK, <br /> O HEADER IF WEADER 15 FASTENED SUITE 310 <br /> ND WELD, -1 TO TOP PLATE (BUILT UP TOP IRVINE, CA 92614 <br /> TYPE A TYP. PLATE). IF SINGLE CLIP 15 <br /> REQUIRED, IT MAY BE IGNORED <br /> 1/2" No ULD, TYP. (,�, I FOR TWIS SITUATION <br /> O ® (1) l2) 16d AT 3" oz. <br /> ® SPACE ANCHOR BOLTS EVENLY 1 <br /> 9 <br /> ----- (3" oz.MIN.)WWEN MORE THAN (4) <br /> BOLTS ARE REQ'D D TRUSS P8 a4x-txm TO CFS WAIL 2 ® 16d AT 16" oz. U.N.O. ON PLAN, EA. <br /> MEMBER AT MULTIPLE KING STUDS <br /> OI ER 05 OPTIONAL GROUT ACCESS HOLE <11 b� <br /> FOR BASE PLATES EXCEEDING ® FASTEN TRIMMER TO KING STUD(5) <br /> P-6" x P-6". ACCESS HOLE DIA. AT KING STUD(5) w/ 16d AT 8" oz.AT MULTIPLE U A 0 c <br /> 5 O SWALL NOT EXCEED ANCHOR TRIMMERS,FASTEN TRIMMER TO Q W 4 N <br /> OO OO BOLT HOLE DIA. TRIMMER w/ 16d AT 8" oz. O =Q z° O <br /> © CLEAR DISTANCE SHALL EQUAL TYPICAL INTERIOR NON—LOAD BEARING WALL TO TRUSS CONNECTION 11_ <br /> ACCESS HOLE DIA.OR 1 1/2", 16 HEADER LENGTH TOTAL CRIPPLE TO <br /> UIHICWEVER 15 GREATER 20-182108 NO SCALE I No. A34 MNG POST S/J�d <br /> O O 3/4" x (3x BOLT DIAD" x 0'-(3x 6'-0" OR LESS 1 (4) 16d TOTAL <br /> BOLT DIA." PLATE WA5WER w/ STD. (D OUTLINE OF MECW. UNIT 6'-1" TO 11'-0" 2 (1) 16d TOTAL <br /> ® HOLE, TYP. 16' AND LONGER <br /> CJP {2 20 GIRDER PER PLAN A5 OCCURS 5 <br /> O 5/16 ® PLATE WASWER TO BASE PLATE. v <br /> GARAGE DOOR 2 (1) 16d TOTAL <br /> TYPE 11511 (2)SIDES MIN., TYP. AT TYPE "D° HEADER <br /> l3)SIDES MIN., TYP.AT OTHER } } I 6 Prototype: P4 EXTENDED-HV,SCHEME A <br /> TYPES I r Jvi <br /> 3 O HANGER EACH END46 BLOCKING w/ 1 ALIGNED 3 <br /> BENEATW SUPPORTING EDGE CURB 6 1 4 Prototype issue Date: 6.29.2020 <br /> ® FLANGE TO BASE PLATE, TYP. j j��- OF MECW. UNIT ALL SIDES 2 Design Bulletin Updates: INCLUDED <br /> ® OPENING A5 OCCURS FOR MECW. Date Issued: Bulletin Number: <br /> MIN. } 5 DUCT PENETRATIONS. FRAME <br /> MIN. 02 I' AROUND DECK OPENING PER NOV. 2018 1 &2 <br /> A. SEE PLAN OR SCWEDULE FOR I TYPICAL DETAIL <br /> BASE PLATE DIMENSIONS <br /> O O B. BASE PLATE CONNECTIONS MAY 4 (E) PLAN TRUSS AT 24" oz. PER 4 3 1ST BLDG. SUBMITTAL <br /> REQUIRE MORE ANCHOR BOLTS <br /> THAN 5WOWN. SEE PLAN OR <br /> SCHEDULE FOR SIZE, TYPE, AND © DOUBLE TRUSS AT EDGE OF UNIT 5 <br /> NUMBER OF BOLTS. SEE L I— — — <br /> SCHEDULE BELOW FOR MAX. 6 A. TRUSS NFR.SWALL DESIGN FOR <br /> OO ANCHOR BOLT HOLE DIA. MECW. LOAD A5 NOTED ON MECW. <br /> AT KING POST <br /> 0BOLT DIA (c1b) MAX. HOLE DIA. AND STRUCTURAL DRAWINGS <br /> T�� 3/4" TO I" db + 5/16" <br /> 1" TO 2" db + 1/2" REVISIONS: <br /> OVER 2" db + P 1 08-07-20 1st. Bldg. Submittal <br /> 2 <br /> 3 <br /> 19 TYPICAL COLUMN BASE PLATE SCHEDULE 17 TYPICAL MECR UNIT SUPPORT FRAMING 15 TYPICAL HEADER TO POST CONNECTION 4 <br /> 19-201227 NO SCALE 21-182108 PLAN VIEW NO SCALE WA01-34 110513 NO SCALE 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> Sheet Title: <br /> TYPICAL DETAILS <br /> Date: 7.23.2020 <br /> Project Number: RAC19024.0 <br /> Drawn By: CAD <br /> E <br /> 0 8 <br /> N C 0 v <br /> N Sheet Number: <br /> 93RIGHT � Uo <br /> o <br /> v � rte.' <br /> engineers N <br /> NtSOm7 o <br /> J <br /> Q <br /> :D <br /> 1- <br /> N <br />