SHEARWALL SCHEDULE

EXTERIOR SHEATHING AT ADDITION TO BE 15/32” OSB

EXCEPT AS NOTED, PROVIDE:

 10d COMMON @ 6” ALL PANEL EDGES, BLOCKED

 10d COMMON @ 12” FIELD

 10d COMMON @ 6” STUD SOLE PLATE

 10d COMMON @ 5” RIM TOENAIL TO TOP PLATE BELOW

 10d COMMON @ 4” ALL PANEL EDGES, BLOCKED

 10d COMMON @ 12” FIELD

 10d COMMON @ 4” STUD SOLE PLATE

 10d COMMON @ 3” RIM, TOENAIL TO TOP PLATE BELOW

15/32” OSB EACH FACE OF STUDS  

 10d COMMON @ 2” ALL PANEL EDGES, BLOCKED

 10d COMMON @ 12” FIELD

 2 ROWS 16d COMMON @ 3” AT SOLE PLATE

 PROVIDE 4X6 FRAMING AT ALL PANEL EDGES

 SUPPLEMENT EXISTING NAILING AS REQUIRED TO ACHIEVE REQUIRED NAILING.

 8d COMMON @ 12” IS ACCEPTABLE AT EXISTING FIELD NAILING.              

HOLDOWN SCHEDULE

   SIMPSON CMST 14 LAID VERTICALLY OVER SHEATHING WITH 2 ROWS OF (10)16d

   @ 3-1/2” TO DBL STUDS ABOVE AND BELOW FLOOR (40 NAILS TOTAL)

   SIMPSON CS16 STRAP LAID VERTICALLY OVER SHEATHING WITH (10)16d @ 4” O/C

TO STUD ABOVE & BELOW FLOOR (20 NAILS TOTAL)

SIMPSON HD 14A ABOVE & BELOW FLOOR. (4) 1” DIAMETER MB

AT (4) 2X STUDS EACH HOLDOWN. 1” DIAMETER THREADED CONNECTOR ROD.

SIMPSON HD8 ABOVE & BELOW FLOOR: (3) 7/8” DIAMETER MB AT

4X STUD EACH HOLDOWN. 7/8” DIA. THREADED CONNECTOR ROD.

SIMPSON HD2. (10) ¼” DIA. X 3” SDS SCREWS AT DOUBLE STUDS. 5/8” DIA.

THREAD ROD IN ¾” DIA. X 6” HOLE FILLED WITH SIMPSON SET EPOXY. SPECIAL INSPECTION. SSTB 16 AT NEW CONCRETE.

SIMPSON HD14A EACH FACE OF 6X6 POST. (4) 1” DIA. MB @ POST. 1” DIA. X 36”

THREAD ROD ANCHOR EACH HD              6”

SIMPSON HD8A EACH FACE OF 6X6 POST. (3) 7/8 DIA. MB @ POST

7/8” DIA. THREADED ROD IN 1” DIA. X 15” HOLE FILLED WITH SIMPSON SET EPOXY.

SPECIAL INSPECTION.