Page 41 - Area 51 CDs

1625 LOCUST ST
KANSAS CITY, MO 64108
816.421.3222
www.apex-engineers.com

BRYCE D. CRADY
L IC ENS ED
18799
PRO F ES S I ONA L ENG I NEER
2023.05.08
DOUBLE TOP PLATE K A NS A S
4'-0" MIN
(8) ROWS OF (2) 16d
TOP PLATE SPLICE BETWEEN SPLICES
CONNECTION, EACH 2" TYP COMMON NAILS EACH
SIDE OF SPLICE, TYP SIDE OF SPLICE, UNO
STRUCTURAL DESIGN REVIEW
KANSAS ENGINEERING LICENSE:
E-992
MISSOURI ENGINEERING LICENSE:
2003004673

SPLICE AT TOP 2x SPLICE AT BOTTOM 2x
SHALL OCCUR OVER A STUD
WALL STUDS, REF PLAN

TOP CHORD APPLIES AT ALL LOAD BEARING AND SHEAR WALLS

4 PLATE SPLICE

S4.2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND
MAY NOT BE CUT OR CALLED OUT ON PLANS

CONT DBL 2x TOP
SHEAR PANEL WIDTH PLATE SHEAR PANEL
EDGE NAILING,
VARIES, REF PLAN REF SCHEDULE
T.O. DBL PLATE
REF ARCH

2x STUD VERTICAL 4
ALTERNATE INSTALLATION LOCATION
HOLDDOWN BRACKET, CHORD (TYP BOTH S4.2
REF SCHEDULE ROTATED 90 DEGREES ON SIDEWALL ENDS OF SHEAR
IN LIEU OF BACK WALL (NOTE: OPTION
AT CORNER LOCATIONS ONLY) WALLS), REF
SCHEDULE
WOOD SCREWS INTO 2x VERTICAL ALL STUDS TO BE DOUGLAS FIR-
CHORD, REF MANUFACTURER'S 2x WOOD BLOCKING LARCH #2 GRADE
SPECS FOR SIZE AND # OF BETWEEN STUDS
FASTENERS
ACROSS ENTIRE
SHEAR PANEL AT ALL
ANCHOR ROD, REF SCHEDULE
PANEL EDGES AS
REQUIRED, REF
TYPICAL HOLDDOWN ANCHOR PLAN SCHEDULE
3 WITH RIM SHEAR PANEL CONSTRUCTION CONTINUOUS TO TOP PLATE

S4.2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND
MAY NOT BE CUT OR CALLED OUT ON PLANS
INTERMEDIATE NAILING
TO FRAMING
MEMBERS, REF
SCHEDULE

2
HOLDDOWN BRACKET, 2x WOOD STUDS, S4.2
REF SCHEDULE 3 REF PLAN BRIAN & JENNIFER CULP
WOOD SCREWS INTO 2x S4.2 PRAIRIE VILLAGE, KS FREMONT, CA 94538
VERTICAL CHORD, REF CULP RESIDENCE 38619 KIMBRO ST
MANU SPECS FOR SIZE AND 5308 W 65th PL
NUMBER OF FASTENERS PROJECT:
RIM JOIST CLIENT:
SILL PLATE
T.O. SLAB
REF PLAN

T.O. SLAB
ANCHOR ROD, REF REF PLAN PROJECT #: 22-3356
SCHEDULE
T.O.F. 2x PLATE, NAIL SHEATHING TO PLATE, REF DRAWN BY: APEX
EMBEDMENT DEPTH, SCHEDULE FOR ANCHOR INFORMATION
REF SCHEDULE REF PLAN HOLDDOWN ANCHOR AND BRACKET, REF SCHEDULE CHECKED BY: JSG
SUBMITTAL DATE: Issue Date
TYPICAL WOOD HOLDDOWN ANCHOR TYPICAL SINGLE STORY WOOD BRACED
2 WITH RIM 1 WALL WITH RIM

S4.2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND S4.2 NO SCALE THIS DETAIL IS TYPICAL TO THE PROJECT AND
MAY NOT BE CUT OR CALLED OUT ON PLANS
MAY NOT BE CUT OR CALLED OUT ON PLANS

COMMENTS

SHEAR WALL "PANEL" SCHEDULE

PANEL MARK SHEATHING BLOCKING EDGE INTERMEDIATE TOP PLATE SPLICE SOLE PLATE HOLDDOWN MIN # POST ALL-THREAD DIA AND DETAIL
REQUIRED NAILING NAILING CONNECTION NAILING/ FASTENING ANCHORS AT HOLDDOWN EMBEDMENT DEPTH REFERENCE
SW-1 ZIP R-6 YES 10d x 3" 10d x 3" AT 12" (16) 16d COMMON NAILS 1/2" DIA AT 36" OC SIMPSON REF PLANS 5/8" DIA WITH 6" EMBED 1 / S4.2
AT 4" HDU2
NOTES:
1. HOLDDOWN ANCHORS ARE TO BE INSTALLED USING HILTI HIT-HY 200 MAX ADHESIVE (OR HILTI HIT-RE 500).
2. THREADED ROD SHALL BE A36 (OR APPROVED EQUAL) WITH EMBEDMENT DEPTH PER SCHEDULE.
3. USE ALL WOOD SCREWS AND/OR LAG SCREWS IN HOLDDOWN DEVICES AS SPECIFIED BY MANUFACTURER.
4. SILL ANCHORS MAY BE CAST-IN-PLACE A36 BOLTS OR EXPANSION BOLTS.
5. WSP = WOOD STRUCTURAL PANEL PLYWOOD OR OSB, REF GENERAL NOTES.
6. NAIL SIZES GIVEN ARE FOR COMMON NAILS OR GALVANIZED (HOT-DIPPED OR TUMBLED) BOX NAILS. SINKER NAILS, COOLER NAILS, ETC SHALL NOT BE USED FOR SHEAR WALLS.
7. SHEAR WALL NAILS SHALL HAVE FULL HEADS, CLIPPED NAILS ARE NOT ALLOWED. DATE
8. ALL NAILS SHALL BE DRIVEN SUCH THAT THE HEAD IS FLUSH WITH FACE OF SHEATHING. DO NOT OVERDRIVE NAILS.
9. WHERE PANELS ARE APPLIED ON BOTH FACES OF SHEAR WALL AND NAIL SPACING IS LESS THAN 6" OC ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER OR (2) 2" NOMINAL MEMBERS FASTENED TOGETHER
AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED.
10. WIDTH OF NAILED FACE OF FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. #
11. WIDTH OF NAILED FACE OF FRAMING MEMBERS AND BLOCKING SHALL BE 3" NOMINAL OR GREATER OR (2) 2" NOMINAL MEMBERS FASTENED TOGETHER AT ADJOINING PANEL EDGES
FOR WOOD STRUCTURAL PANEL SHEAR WALLS WHERE NAIL SPACING OF 2" OC OR LESS AT ADJOINING PANEL EDGES IS SPECIFIED, OR 10d COMMON NAILS HAVING PENETRATION 5/8/2023 3:31:15 PM
INTO FRAMING MEMBERS AND BLOCKING OR MORE THAN 1-1/2" ARE SPECIFIED AT 3' OC OR LESS AT ADJOINING PANEL EDGES, OR REQUIRED NOMINAL UNIT SHEAR CAPACITY ON
EITHER SIDE OF THE SHEAR WALL EXCEEDS 700 PLF IN SEISMIC DESIGN CATEGORY D, E, OR F.
12. WIDTH OF NAILED FACE OF FRAMING MEMBERS AND BLOCKING SHALL BE 3" NOMINAL OR GREATER OR (2) 2" NOMINAL MEMBERS FASTENED TOGETHER AT ADJOINING PANEL EDGES
FOR PARTICLEBOARD SHEAR WALLS WHERE NAIL SPACING OF 2" OC OR LESS AT ADJOINING PANEL EDGES IS SPECIFIED, OR 10d COMMON NAILS HAVING PENETRATION INTO FRAMING
MEMBERS AND BLOCKING OR MORE THAN 1-1/2" ARE SPECIFIED AT 3' OC OR LESS AT ADJOINING PANEL EDGES. SHEET:

ENG WD SHEAR WALL WITH
RIM

S4.2