14290 FRIEDMAN 10 Ridge Rd Issue for Permit 032124

TYPICAL WALL BRACING INFORMATION Extent of header Double portal frame (two braced wall panels) Extent of header Single portal frame (one braced wall panel) 6' to 18' Fasten top plate to header with two rows of 16d sinker. Nails at 3 in. o.c. typ. 1000 lb strap opposite sheathing Fasten sheathing to header with 8d common or galvanized box nails in 3 in. grid pattern as shown and 3 in. o.c. in all framing (studs, blocking, and sills) typ. 3/8" min. thickness wood structural panel sheathing Min. length = 16 in. for one story, min. length = 24 in. for use in the first of two story structures. Min. 2x4 framing Min. 4200 lb tie-down device (embedded into concrete and nailed into framing). See Section R602.10.3.3 Min. 1000 lb tie-down device Typical portal frame construction Max. Height 10' Min. double 2x4 post Min. 3" x 11-1/4" net header Front Elevation 1000 lb strap For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking, and occur within middle 24 in. of wall height. One row of 3 in. o.c. nailing is required in each panel edge. NO SCALE INTERMITTENT BRACING METHOD PANEL LENGTH (SEE TABLE BELOW) 10' -0" MAX NOTE: SEE SECTION FOR FOUNDATION REQUIREMENTS 6"MIN. 12" MAX. (TYP.) MIN. PANEL LENGTH MIN. HOLD DOWN CAPACITY 8'-0" 2'-4" 1,800 LBS. HEIGHT OF PANEL 9'-0" 2'-8" 10'-0" 2'-10" ONE STORY BUILDING 1ST STORY OF 2 STORY BLDG.3,000 LBS. 3,000 LBS. 3,000 LBS. 1,800 LBS. 1,800 LBS. EQUIVALENT HOLD DOWN DEVICE (SIMPSON STRONG-TIE) HDU2 HD2A STHD8 HDU4 HOLD DOWN CAPACITY 1,800 LBS. 3,000 LBS. HTT16 2 4 2"4" 3 1 STHD10 NOTE: SEE SECTION FOR FOUNDATION REQUIREMENTS EQUIVALENT HOLD DOWN DEVICE (SIMPSON STRONG-TIE) LSTHD8 / LSTHD8RJ HOLD DOWN CAPACITY 1,000 LBS. 4,200 LBS. STHD14 / STHD14RJ Outside Elevation Extent of header (two braced wall segments) Extent of header (one braced wall segment) Max. height 10' Min. 3" x 11-1/4" net header Header shall occur at top of wall Minimum 1000 lb header-to-jack-stud strap on both sides of opening per Table R602.10.4.1.1 (install on backside as shown on Side Elevation) 2' to 18' (finished width) Min. (2) 2x4 typ. Min. 2-1/2" x 2-1/2" x 3/16" plate washer Anchor bolts per R403.1.6 Typ. 7/16" min. thickness wood structural panel sheathing 1000 lb header-to-jack-stud strap on both sides of opening 16d sinker nails in 2 rows @ 3" o.c. Braced wall segment per R602.10.3.4 No. of jack studs per Table

hickness wood structural panel sheathing 1000 lb header-to-jack-stud strap on both sides of opening 16d sinker nails in 2 rows @ 3" o.c. Braced wall segment per R602.10.3.4 No. of jack studs per Table R502.5(1&2) Top plate continuity is required per R602.3.2 Side Elevation Header shall be fastened to the king stud with 6-16d sinker nails Min. length based on 4:1 height-to-length ratio. For example: 24 in. min. for 8 ft. height. For a panel splice (if needed), panel edges shall be blocked and occur within 24 in. of mid height. One row of typ. sheathing-to-framing nailing is required in each panel. Fasten sheathing to header with 8d common nails in 3 in. grid pattern as shown and 3 in. o.c. in all framing (studs and sills) typ. Not to scale INTERMITTENT BRACING METHODS T-WB2 COMM. #: DRAWING: 23 VREELAND ROAD- SUITE 260 FLORHAM PARK, NJ 07932 FAX: (973) 577-4455 TEL: (973) 994-1776 ARCHITECTS N/A SINGLE FAMILY HOME FRIEDMAN RESIDENCE 10 RIDGE ROAD WEST ORANGE, NJ