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10 15/32" PLYWOOD SHEATHING w/ 10d OI BOUNDARY FASTENERS OI BOUNDARY FASTENERS (D 2x6 STUD WALL PER PLAN <br /> AT 6" oz. <br /> O2 EDGE FASTENERS O2 15/32" PLYWOOD w/ IOd AT 6" o.c. O2 HEADER PER PLAN <br /> (ID 4x6 BLOCKING w/ W46 HANGER <br /> O3 EDGES AND 12" o.c.FIELD <br /> CONT. 2x RIM JOIST w/ (3) 16d TO O3 BRICK VENEER <br /> 12 5IMP50N M5TA30 AT EA. JOIST AND 16d TOENAILS AT 8" o.c. O3 CONT. 5IMP50N CMST12 w/ (2) 10d H <br /> TRUSS/JOIST TO TOP PLATE AT 3 1/2" o.c. ® L6x4x5/16 w/ (2) SDS 1/45" AT W o <br /> 6" O.G. c\J c0 <br /> 13 5IMP50N HS AT EA. JOIST ® 2x8 JOISTS AT 16" o.c. w/ LU526 ® EDGE NAILING ` x LO <br /> o <br /> HANGERS 1 O5 DOOR PER ARCH'L �"� �; x cue <br /> 14 2x6 STUDS AT 16" c.c. O5 DOUBLE TOP PLATE w o if—O � <br /> o 5 (3) 16d 6 ATTACH TRUSS TO TOP PLATE w/ x' o M x <br /> 15 BEAM PER PLAN O 3 W Q <br /> ® 2x8 LEDGER w/ (3) 16d TO EA. 6IMP50N A34 AND (2) 16d Q '� <br /> 16 SIMPSON HIO CLIP AT EACH TRUSS. STUD/TRUSS AND (3) 16d TO EA, TOENAILS La 0 0 <br /> BLOCK O 4x6 BLOCKING w/ W46 HANGER - O 0 6M', <br /> m N co <br /> 0 2x BLOCKING X m N <br /> ® ALIGN 2x6 STUD UNDER EA. TRUSS . <br /> ® SIMPSON 1/4x6 SDS SCREWS AT PROVIDE (2) 2x6 OR 3x6 AS 2 i i C rn <br /> 10" O.C. REQUIRED BY SHEAR WALL i i 4 co <br /> SCHEDULE AT ADJOINING PANEL i D <br /> O9CD <br /> SHEATHING PER PLAN OR EDGES <br /> SCHEDULE 5 <br /> O9 SOLID 2x BLOCKING <br /> 10 5IMP50N 1/4" x 6" SDS SCREWS AT <br /> 10" O.C. <br /> (ID SIMPSON HIO CLIP AT EACH TRUSS Store: <br /> 5 12 2x6 STUD AT 16" o.c. PER ARCH'L. KETTLEMAN & L. SACRAMENTO <br /> FASTEN STUD TO END OF 208 BRICK VENEER SUPPORT AT WOOD STUD WALL <br /> BLOCKING PER 13 w/ (2) 16d 206- NO SCALE LODI, CA 95242 <br /> 4 13 2x6 BLOCKING w/ (2) 16d TO EACH Restaurant #RC576 <br /> I 12 1 5 12 VERTICALL. STAGGER BLOCKING CE BLOCKING 4'-0" o.c. 1 3 13/4" EA. END 2 3 OI 16d AT 6" o.c.FROM PLYWOOD <br /> AS NEEDED 4 TO BLOCKING P4E-HV-M SCHEME A <br /> x <br /> 0 3x6 BLOCKING AT 12" O.C. w/ Professional of Record: NAME <br /> o 5IMP50N A34 CLIPS EA. END <br /> 2 ' <br /> 2x6 BLOCKING AT 12" o.c.FOR <br /> 8 u (2) BAYS EA. SIDE OF WALL <br /> I1 6 4 6 <br /> :�� <br /> CONNECTION FAA <br /> 2 ® L4x4xl/4x0'-6" ANGLE w/ (2) DESICN <br /> 5IMP50N 5D525300 WOOD <br /> SCREWS TO PLATES AND 3x <br /> 10 14 4 8 BLOCKING. PROVIDE 1 1/4" VERT. A r c h i t e c t u r a l <br /> 2 XX SLOT IN ANGLE TO ROOF Solutions Group <br /> BLOCKING <br /> 1 101 Central Expressway South <br /> 7 O5 3x6 AT 16" o.c. Suite 100 <br /> Allen, TX 75013 <br /> 5 <br /> ® SHEATHING AS OCCURS CONT(469) 619- 4 <br /> RE6FIELDS <br /> 16 <br /> X (I) BRICK VENEER AS REQUIRED EFIELDS@PMDGINC.COM <br /> 15 " <br /> --- Il 6 4 e ® ROOF TRUSSES PER PLAN <br /> 4 8 <br /> �� ,NEER bib <br /> ti <br /> U �6� O o <br /> (n Z cc <br /> 0 <br /> Qw Q N <br /> 212 WOOD TRUSS AT WOOD BEAM 210 ROOF TRUSS AT STUD WALL 1 209 INTERIOR BRICK WALL AT TRUSS - =a z o N <br /> 212- NO SCALE 210- NO SCALE 209- NO SCALE 11-- <br /> L <br /> L 2 OI HSS 3-1/26-1/26/8 AT 8'-0" o.c. 4 O (3) 2x6 BLOCKING UNDER ca <br /> I MAX. STUD/KICKER w/ 5IMP50N A35 EA. <br /> END <br /> 5 5 4 O2 L366/160'-3" STEEL ANGLE CLIP <br /> EACH SIDE OF TUBE. WELD TO O2 .5IMP-50N A35 w/ 08 WOOD SCREWS <br /> TOP O� TUBE W/ 3/16" FILLET 8 IN LIEU OF NAILS <br /> 7 <br /> 10 <br /> 5 3 5 I PARAPET O3 3/8" DIA, THRU BOLT EACH CLIP 5 O3 CONTINUOUS 2x8 BOTTOM PLATE w/ <br /> 4 (2) 1/4x6" SDS SCREWS AT EA. Prototype : P4E-HV 2020 -2.0 RELEASE <br /> A� SECTION 3/16 I ® HORIZONRAL H553x3xl/4 BLOCK <br /> Q e � Prototype Issue Date: 7.14.2020 <br /> O5 2x6 BLOCKING EA. SIDE OF TRUSS. ® EDGE FASTENERSo Design Bulletin Updates: -- <br /> BOUNDARY FASTEN ALONG 8 <br /> BLOCKING �D ( 2x6 AT 24" o.c. PARAPET WALL Date Issued: Bulletin Number: <br /> FRAMING. FASTEN BOTTOM PLATE <br /> © L3x3x3/16 ANGLE BRACE w/ (4) 10 TO BLOCKING w/ (2) 1/4x6" SDS -- -- <br /> 1/4"x3" SDS SCREWS TO BLOCKING U d 1 8 SCREWS TO EA. BLOCK <br /> 3 2 O TRUSS MFR TO DESIGN FOR 4000 N � I � 2 ® 2x6 BRACE AT 24" oz, 1ST BLDG. S U B M I TTA L <br /> VERT. DEAD LOAD 4 <br /> A 5 3 � (3) 16d NAILS <br /> —77' I A. CUT HOLE IN ROOF SHEATHING FOR ti <br /> 7 <br /> 1 e HSS• DO NOT OVER-GUT 3/4" 3/4" ® 15/32" PLYWOOD SHEATHING w/ lOd <br /> SHEATHING 4 X AT 6" o.c. <br /> 3 <br /> 9 ( TRUSS TOP CHORD <br /> TZ 3/16 O 10 2x BLOCK w/ (3) 16d EA. BLOCK <br /> O 2 11 Il <br /> I1 TRUSS MFR TO DESIGN FOR 530# REVISIONS: <br /> UP/DOWN FROM WIND AND WALL <br /> 213 ROOF SCREEN AT WOOD TRUSS 211 WOOD PARAPET AT WOOD TRUSS ABOVE 1 12.22.2020 1st Building Submittal <br /> 213- NO SCALE 212-182108 NO SCALE 2 <br /> 3 <br /> OI 2x NAILER w/ HILTI X-U DRIVE PINS 4 <br /> AT 12" o.c. <br /> 5 <br /> O2 400T125-33MIL w/ (2) 012 SCREWS 6 <br /> TO HSS TOP AND BOTTOM OF WALL 7 <br /> 8 <br /> O3 4005162-33MIL CFS STUD AT 16" <br /> ® HSS COLUMN SUPPORT WHERE <br /> 2 OCCURS Sheet Title: <br /> 101 I <br /> 3 O5 HSS GIRL BETWEEN COLUMNS FRAMING DETAILS <br /> II 4 <br /> II <br /> Date: 12.07.2020 <br /> II <br /> Project Number: 202175 <br /> Drawn By: TA/CAD <br /> E <br /> 0 <br /> O U <br /> O co N <br /> N r � <br /> N Sheet Number: <br /> y o <br /> CORIGHT <br /> m •� ti <br /> engineers N <br /> 214 ROOF SCREEN o S5m2 <br /> U� <br /> 215-182108 NO SCALE 'r Q <br /> N <br /> O C <br /> N L <br /> N m <br /> N <br />