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�I A15C MIN. EDGE DISTANCE OR (D INTERIOR NON-LOAD BEARING, HEADER PER PLAN EDGE DISTANCE TO NON-SHEAR WALL WITH 2x PLUS Ix OO ACCOMMODATE PLATE WASHER TOP PLATE KING POST / STUD(S)PER PLAN AND WELDS, WHICHEVER IS 2 GREATER (2 HTC CLIP At 6'-0" o.c.MAX. (3) A34 CLIP PER TABLE A. MAY BE H SPACING, UN.O, INSTALLED TOP OR BOTTOM FOR r (D 1/4" OR MIN. WELD SIZE PER AISC SINGLE CLIP � � o I MANUAL TABLE J2.4, WHICHEVER IS ( 2x4 FLAT BLOCK AT SPACING TO N m (I II GREATER,FOR BASE PLATES UP O MATCH 02 . ATTACH TO TRUSSES g ® ALTERNATE CLIP LOCATION ` it o M TO 3/4" THICK. 5/16" FOR BASE w/ (2) I66 EACH END p �"� 2 x PLATES OVER 3/4" THICK 3 ( WITH ALTERNATE LOCATION, o � 1 ® 1 I/4" GAP MAX. �, FASTEN TRIMMER / CRIPPLE PER 'x 0 6' �3 DO NOT WELD THE ENDS OF THE 8 TABLE A Q COLUMN FLANGES OR THE FILLETS /`1 I TRUSS PARALLEL TO WOOD WALL (k) 16 GA SLIP TRACK w/ (2) 010 — i - `L (K REGIONS)OF THE COLUMN SCREWS TO EA. BLOCK AND (2) 010 © CLIP NOT REQUIRED ON TOP OF M 0 0 SCREWS TO EA. STUD HEADER IF HEADER IS FASTENED x °C c� TYPE "A" NO WELD, TO TOP PLATE (BUILT UP TOP o U o © HTC CLIP AT 6'-0" oz. MAX w/ 010 PLATE). IF SINGLE CLIP IS a .L ti 2M IN LIEU OF NAILS AT CFS REQUIRED, IT MAY BE IGNORED °C °' r— I/2" NO WELD, TYP. �,�, TRACK 1 FOR THIS SITUATION CDco rn OI ® OO O `� ® SPACE ANCHOR BOLTS EVENLY 9 CD (2) 16d AT 3" o.c. F CD (3" o.c.MIN.) WHEN MORE THAN (4) BOLTS ARE REQ'D 2 ® 16d AT 16" o.c. U.N.O. ON PLAN, EA. 0 � MEMBER AT MULTIPLE KING STUDS OPTIONAL GROUT ACCESS HOLE FOR BASE PLATES EXCEEDING ( FASTEN TRIMMER TO KING STUDS) 1'-(o" x I'-6" ACCESS HOLE DIA. AT KING STUDS) w/ 16d AT 0" o.c. AT MULTIPLE 5 O SHALL NOT EXCEED ANCHOR FB TRUSS PERPENDICULAR TO WOOD WALL A. INTERIOR STUDS SHALL BE 2x4 At TRIMMERS,FASTEN TRIMMER TO BOLT HOLE DIA. 16" o.c., 2x6 AT 16" o.c., OR TRIMMER w/ 16d AT 8" o.c. Store: it�_01 • 3625162-33MIL AT o.c., PER KETTLEMAN & L. SACRAMENTO © CLEAR DISTANCE SHALL EQUAL ARCHITECT. ACCESS HOLE DIA. ORI 1/2", TOTAL CRIPPLE TO LODI, CA 95242 WHICHEVER IS GREATER B. CFS STUDS SHALL BE PER ICC HEADER LENGTH No. A34 KING POST 3/4" x (3x BOLT DIAY' x 0'-(3x E51R-3064P OR EQUIVALENT 6'-0" OR LESS I (4) 16d TOTAL 19 �ECLLJ Restaurant #RC576 BOLT DIA.)" PLATE WASHER w/ STD. 6'-1" TO I1'-0" 2 (1) I6d TOTAL CJP 0 HOLE, TYP. 5 16' AND LONGER P4E-HV-M SCHEME A 8 GARAGE DOOR 2 (1) I6d TOTAL 5/16 ® PLATE WASHER TO BASE PLATE. � HEADER Professional of Record: NAME TYPE "B" (2) SIDES MIN., TYP. AT TYPE "D" (3) SIDES MIN., TYP. At OTHER 0-111 TYPES 5 36 1 4 (3) FLANGE TO BASE PLATE, TYP. FC TRUSS PARALLEL TO CFS WALL �� 2 3/8 DESIGN MIN. 02 PAR A. SEE PLAN OR SCHEDULE FOR 6 A r c h i t e c t u r a l BASE PLATE DIMENSIONS Solutions Group 0 B. BASE PLATE CONNECTIONS MAY 4 3 1 101 Central Expressway South r� M REQUIRE MORE ANCHOR BOLTS Suite 100 THAN SHOWN. SEE PLAN OR 5 Allen, TX 75013 (� SCHEDULE FOR SIZE, TYPE, AND CONTACT: EVERETT FIELDS NUMBER OF BOLTS. SEE (469) 619-1164 SCHEDULE BELOW FOR MAX. AXI EFIELDS@PMDGINC.COM OO ANCHOR BOLT HOLE DIA. AT KING POST BOLT DIA (db) MAX. HOLE DIA. FD TRUSS PERPENDICULAR TO CFS WALL TYPE "C" 3/4" TO I" db + 5/16" 1" TO 2" db + I/2" OVER 2" j db + I" \NSR ti U A O C i N 19 TYPICAL COLUMN BASE PLATE SCHEDULE 16 TYPICAL INTERIOR NON—LOAD BEARING WALL TO TRUSS CONNECTION 15 TYPICAL HEADER TO POST CONNECTION w M J N 19-201221 NO SCALE 20-IB2108 NO SCALE WA01-34 110513 NO SCALE 0 =Q 0 N (D LENGTH PER TYPICAL REBAR LAP �I OUTLINE OF MECH. UNIT �'�SIJ3l� � ca SCHEDULE 2 (D GIRDER PER PLAN AS OCCURS �2 BENT REBAR SIZE TO MATCH I I HORIZ. WALL REINF. I I I 6 Q3 46 BLOCKING w/ 5IMP50N 540 Q3 BENT REBAR SIZE TO MATCH 1r ir 3 HANGER EACH END ALIGNED HORIZ. WALL REINF. ALTERNATE _ _ BENEATH SUPPORTING EDGE CURB Prototype : P4E-HV 2020 -2.0 RELEASE DIRECTIONS r I OF MECH. UNIT ALL SIDES 6 ® VERTICAL REINF. PER GSN 5 ® OPENING AS OCCURS FOR MECH. Prototype Issue Date: 7.14.2020 2 DUCT PENETRATIONS. FRAME Design Bulletin Updates: -- AROUND DECK OPENING PER TYPICAL DETAIL Date Issued: Bulletin Number: 17 Z 0 4 ( TYPICAL TRUSS AT 24" o.c. PER -- -- PLAN ® DOUBLE TRUSS AT EDGE OF UNIT 1ST BLDG. SUBMITTAL L_I_ _ J 6 A. TRUSS MFR SHALL DESIGN FOR MECH. LOAD AS NOTED ON MECH, AND STRUCTURAL DRAWINGS L J 4 O REVISIONS: 17 TYPICAL MECH. UNIT SUPPORT FRAMING 1 12.22.2020 1st Building Submittal 21-182108 PLAN VIEW NO SCALE 2 1 5 4 3 (D EDGE NAILING 4 02 DOUBLE END STUDS OR POST PER 5 PLAN WITH BOLTED OR STRAP 6 HOLDOWN PER PLAN 7 I o 8 Q3 EXTEND SHEAR WALL WITH 3 2 HOLDOWN TO END OF CORNER ® SHEAR WALL SHEATHING 0 O 3 4 �5 FACE NAIL STUDS TOGETHER w/ 16d Sheet Title: AT SPACING TO MATCH SHEAR A l AT 2x4 WALL WALL EDGE NAIL ING OF THE SHEAR TYPICAL DETAILS WALL REQUIRING THE CLOSEST 4 SPACING 1 I ® DRYWALL BACKING BLOCK AS Date: 12.07.2020 REQ'D. Project Number: 202175 4 O A. WHERE WALL HORIZ. REINF. ARE ATI2 ft- 41 Drawn By: TA/CAD DIFFERENT ELEVATIONS FROM EACH OTHER PROVIDE BENT BAR 2 0 IN SOLID-GROUTED CELLS AT 6 o co ai EACH HORIZ. BAR SIM. TO THIS `" — s DETAIL 3 4 .5 Sheet Number: Vo y �O B93RIGHT � AT 2x6 WALL engineers >� � N — 20 TYPICAL MASONRY WALL INTERSECTION 18 SHARED HOLDOWN AT CORNER - PLAN VIEW o SOm7 _J U� M01-16 080304 NO SCALE WA01-10 5DW.060926 NO SCALE 'r Q N O C N L co O N