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S2.0 WALL FRAMING PLAN WALL FRAMING PLAN 1/4"=1'-0" AABCDEF 12 11 10 9 8 7 6 5 4 3 2 1 STUD SETBACK 1/2" FROM EDGE OF CONCRETE CURB. INTERIOR NONBEARING STUD WALL FRAMING REFER TO SHEET
A1.0 FOR DIMENSIONS AND STUD SIZES. SEE DETAIL 1 & 2/S4.2 AND WALL FRAMING NOTES. (2) 2x6 TOP PLATES -SPLICE PER 15/S4.1. U.O.N. TOP OF PLATE ELEVATION 11'-8 1/2" = TRUSS BEARING. INTERIOR
SHEARWALL SHEATHING SHALL NOT BE INTERRUPTED w/NON-BEARING INTERIOR PARTITION WALLS. TOP OF PLATE ELEVATION 17'-0". SHEARWALL SHEATHING SHALL NOT BE INTERRUPTED WITH TOWER FRAMING -TYPICAL.
2x6 FRAMED INTERIOR SHEAR WALL. 6x6 POST. LINTEL PER LOOSE LINTEL SCHEDULE. SEE 16/S4.2. 2x8 FRAMING @TOWER WALLS. (4)-2x12 BUILT UP HEADER, SEE 12/S4.2 FOR SIM. DETAIL. SEE 12/S4.2
FOR TYPICAL HEADER. 1345 ALL FRAMING 2x6 OR LARGER SHALL BE SOUTHERN PINE #2 OR BETTER. ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, BEAM SEATS AND COLUMN
CAPS. SEE SHEET A1.0 FOR DIMENSIONS. EXTERIOR STUD WALLS ARE 2x6 AT 16" O.C. U.O.N. ALL WOOD IN CONTACT WITH CONC., STEEL OR GRADE SHALL BE PRESSURE TREATED. ALL BOLTED OR NAILED STRAP
CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR TREATED MEMBER SHALL BE EQUAL DISTANCE
FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL SHALL BE INSTALLED ON THE 1-1/2" EDGE OF THE MEMBER. THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER
AND PLYWOOD MEET THE REQUIREMENTS OF THE SPECS. AT THE TIME OF INSTALLATION AND AT CLOSE-IN. SEE SHEARWALL SCHEDULE AND SHEARWALL SCHEDULE NOTES FOR PLATE SIZES. LAYOUT STUDS ON SIDEWALLS
(LONG WALLS) STARTING AT REAR OF BUILDING TOWARDS FRONT. LAYOUT STUDS ON ENDWALLS (SHORT WALLS) STARTING AT EACH END AND WORKING TOWARDS CENTER. LAYOUT STUDS TO ALIGN WITH ROOF TRUSSES.
PROVIDE DOUBLE STUDS @DOUBLE TRUSSES, TYPICAL. SEE ROOF FRAMING PLAN ON SHEET S3.0 FOR TRUSS LOCATIONS. WALL FRAMING: A. B. C. D. E. F. G. H. STUD LAYOUT: A. B. C. 6 OSB OF COMPARABLE
THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL U.O.N. BLOCK EDGES
WITH 3x MATERIAL WHERE 10d NAILING IS 3" O.C. OR LESS AND 8d NAILING IS 2" O.C. OR LESS. ALL PLYWOOD NAILS SHALL BE COMMON WIRE. SEE SPECIFICATIONS FOR OTHER NAIL REQUIREMENTS. PROVIDE
#8 SCREWS @ALL GYP. SHEAR WALLS. EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS IN THE WALL FRAMING PLAN SHALL MEET REQUIREMENTS INDICATED FOR NON-SHEARWALL WALLS IN THE SCHEDULE ABOVE.
SHEARWALL LENGTHS WHERE NOTED ARE MINIMUM. DO NOT LOCATE HOLDDOWNS FROM THESE DIMENSIONS. SEE ARCH DWGS FOR ACTUAL WALL LENGTHS. HD REFERS TO SIMPSON STRONGTIE CO. HOLDDOWNS. INSTALL
PER 11, 12/S4.3 & 6/S4.0. POST WIDTH SHALL MATCH STUD WALL WIDTH. SEE FOUNDATION PLAN FOR OTHER REQ'S. 1. 2. 3. 4. 5. 6. 789 EDGE NAIL WALL PLY TO STUDS OR POSTS WITH HOLD-DOWNS. WHERE
PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO WALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE
3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. SHEARWALL SECTIONS AT FRONT AND REAR WALLS TERMINATE AT TOP OF PARAPET. SHEARWALL LOCATIONS OCCURRING ALONG THE SIDE WALLS SHALL
BE NAILED ABOVE TRUSS BEARING DOUBLE PLATE AS INDICATED IN DETAIL 4/S4.1. 7. 8. 9. HEADER SCHEDULE F WALL SHEATHING AND SHEARWALL SCHEDULE D FRAMING PLAN NOTES C KEY NOTES B 10 11 12
CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: PLOT DATE:KFC /TB 10575 N. Michigan Road Carmel, IN 46032 KT-Y0708.25.08 KT-Y07 JAN08-C 305823 2007088.16 08.25.08
PLYWOOD ON EXTERIOR FACE OF STUDS REMARKS NAILING @HEADERS PER 12/S4.2 PLYWOOD ON EXTERIOR FACE OF STUDS PLYWOOD ON BOTH SIDES OF WALL 3 REQUIREMENTS FOR EXTERIOR NON-SHEARWALL WALLS
1/2" CDX PLYWD (32/16), PS1 RATING *** *** 10d @6" O.C. 10d @12" O.C. 1/2" CDX PLYWD (32/16), PS1 RATING 1/2" CDX PLYWD (32/16), PS1 RATING 1/2" CDX PLYWD (32/16), PS1 RATING SHEATHING
12 SW 10d @4" O.C. 10d @@6" O.C. 10d @6" O.C. EDGE 10d @12" O.C. 10d @12" O.C. FIELD PLATE /ANCHOR BOLT 5/8" DIA. F1554 @32" O.C. W/WASHER HD12 w/1"Ø A. BOLT HD9 w/7/8"Ø A. BOLT HOLDDOWNS
13 2 5/8" DIA. F1554 @16" O.C. W/WASHER 5/8" DIA. F1554 @16" O.C. W/WASHER 5/8" DIA. F1554 @32" O.C. W/WASHER HD9 w/7/8"Ø A. BOLT -4 1/2" CDX PLYWD (32/16), PS1 RATING 10d @6" O.C. 5/8"
DIA. F1554 @32" O.C. W/WASHER HD9 w/7/8"Ø A. BOLT PLYWOOD ON INTERIOR FACE OF STUDS 10d @12" O.C. 10d @12" O.C. 3 (3) 2x10 --NOTES: 1. BUILT-UP HEADER SECTION SHALL HAVE 1/2" PLYWOOD
SANDWICHED PIECES. SEE 12/S4.2 FOR CONNECTION. 2. MANUFACTURED LUMBER TO BE 1.9E MICROLLAM LVL BY TRUS JOIST MACMILLAN OR APPROVED EQUAL (NER-200). CONTACT THE LOCAL TRUS JOIST MACMILLAN
REPRESENTATIVE FOR AVAILABILITY. SEE 19/S4.2 FOR CONNECTION. 4 (3) 2x12 --(3) 1 3/4" x 11 1/4" LVL BUILT-UP SECTION 12 MARK (3) 2x6 ----MANUF. MEMBER 4 1 1 TYP. 1 1 7'-4" 14'-0" SHEARWALL
LENGTH 9'-0" 6'-0" SHEARWALL LENGTH 11'-0" 6'-0" SHEARWALL LENGTH 12'-0" 10'-0" SHEARWALL LENGTH 8'-0" 6'-0" 1 22'-22'-0" 18'-0" 88'-6" STUD TO STUD 10 2 13 10 13 2 998 2 2 5 8'-412"
SHEARWALL LENGTH 3 4 6 TYP. 4 S4.1 20 S4.3 1 10 1 2'-8" 6'-0" 2'-4" 4'-0" 6'-0" 4'-0" 2'-4" 6'-0" 2'-8" 35'-2" STUD TO STUD 6'-4" SHEARWALL LENGTH 6'-4" 6'-0" SHEARWALL LENGTH 13 10
13 1 3 4 6 TYP. 13 10 6'-314" SHEARWALL LENGTH 3 1 1 13 10 13'-012" SHEARWALL LENGTH 3 13'-0" SHEARWALL LENGTH 3 2 TYP. 4 S4.1 20 S4.3 13 10 13 10 10 6'-0" 6'-0" 5'-4" SHEARWALL LENGTH
6'-0" 8'-4" SHEARWALL LENGTH 10'-0" 8'-4" SHEARWALL LENGTH 6'-0" 5'-4" SHEARWALL LENGTH 6'-0" 2'-0" 3'-10" 2'-2" 13'-7" 1 4444 13 10 1 13 10 1 13 10 1 13 10 1 4'-512" SHEARWALL LENGTH
1013'-8" 3'-0" 2" SHEARWALL LENGTH 2'-8" 4'-8" 2'-0" 4'-8" SHEARWALL LENGTH 4'-51 4'-8" 2" SHEARWALL LENGTH 1012" 35'-2" STUD TO STUD 1 TYP. 18 S4.2 6 S4.2 6 S4.2 6 S4.2 6 S4.2 6 S4.2
18 S4.1 19 S4.1 19 S4.1 2 S4.1 20 S4.3 5" 88'-6" STUD TO STUD 5" 5" 5" 5" 5" 5" 1 11 11 12 11 12 11 20 S4.3 20 S4.3 20 S4.3 5 5/8" TYPE-X GYPSUM BOARD #8 @6" O.C. #8 @6" O.C. 5/8" DIA.
F1554 @32" O.C. W/WASHER -GYP. BOARD ON INTERIOR FACE OF STUDS 5 10 6-25-09 REVISION 10