14290 FRIEDMAN 10 Ridge Rd Issue for Permit 032124

TYPICAL WALL BRACING INFORMATION EQUIVALENT HOLD DOWN DEVICE (SIMPSON STRONG-TIE) HDU2 HD2A HDU4 HOLD DOWN CAPACITY 1,800 LBS. 3,000 LBS. HD8A OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (two braced wall segments) Extent of header (one braced wall segment) Pony wall height1 Header shall be fastened to the king stud with 6-16D sinker nails Top plate continuity is required per R602.3.2Fasten 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. Minimum 1000 lb header-to-jack-stud strap shall be centered at bottom of header and installed on backside as shown on side elevation For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking and occur within the middle 24 in. of wall height. One row of 3 in. o.c. nailing is required at each panel edge. 2' to 18' (finished width) Min. length based on 6:1 height-to-width ratio. For example: 16 in. min. for 8 ft. height. Min. number of studs shown Full-length king stud CMU or PIP Conc. 16d sinker nails in 2 rows @ 3" o.c. 3/8" min. thickness wood structural panel sheathing Full-length king studs No. of jack studs per table R502.5(1&2) Braced wall line with continuous sheathing 10' Max. height 12' Max. total wall height Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Sheathing filler if needed Min. 1000 lb tension strap1. Strap shall be centered at bottom of header. Side Elevation Min. 3" x 11-1/4" net header Framing anchors 670 lb 670 lb Wood structural panel sheathing over approved band joist Nail sole plate to joist per Table R602.3(1) Approved band joist Nail sole plate to joist per table R602.3(1) Approved band joist Wood structural panel sheathing over approved band joist Nail sole plate to joist per table R602.3(1) Nail sole plate to joist per table R602.3(1) Not to scale 8d Common nails 3" o.c. top and bottom Min. overlap 9-1/4" Not to scale OVER RAISED WOOD FLOORS OR SECOND FLOOR - FRAMING ANCHOR OPTION OVER RAISED WOOD FLOORS OR SECOND FLOOR - WOOD STRUCTURAL PANEL OVERLAP OPTION AT TYPICAL GARAGE WITH STEM WALLS 3/8" min. thickness wood structural panel sheathing 2 Anchor bolts per R403.1.6 required #4 Bar minimum. Field bend 6" extension into bond beam Top course bond beam with (1) #4 bar min. 20" min.

WALLS 3/8" min. thickness wood structural panel sheathing 2 Anchor bolts per R403.1.6 required #4 Bar minimum. Field bend 6" extension into bond beam Top course bond beam with (1) #4 bar min. 20" min. 20" min. Foundation per code 48" Max. #4 Bar minimum NO SCALE CONTINUOUS PORTAL FRAME DETAIL CS-PF SCALE: 1-1/2"=1'-0" 2x BLOCKING BETWEEN ROOF FRAMING. SECURE EACH SIDE TO FRAMING w/ (2) 12D NAILS MIN OR (3) NAILS FOR 6" AND WIDER BLOCKS. SECURE BLOCK TO TOP OF WALL w/ 8d TOE NAILS @ 6" O.C. NOTES: 1. BLOCKING MUST BE MITERED TO ALLOW FULL CONTACT WITH SHEATHING. 2. BLOCKING PANELS REQUIRED ABOVE SHEAR WALLS. 3. VENTILATION OPTIONS: (MAINTAIN 1" MIN. CLEAR TO INSULATION) UPLIFT CONNECTOR WHERE REQUIRED SECURE ROOF SHEATHING TO ROOF FRAMING OVER SHEAR WALLS WITH 8d NAILS 4"oc AROUND PERIMETER AND 8"oc IN THE FIELD SCALE: 1-1/2"=1'-0" LOCK WASHER AND NUT REQ'D ANCHOR BOLT SIZE AS REQUIRED SEE PLAN FOR MORE INFO. 2" MIN LENGTH COUPLER CENTERED BETWEEN ANCHOR AND ROD THREADED ROD SIZE AS REQUIRED BY HOLD-DOWN MANUFACTURER HOLD-DOWN (SEE PLAN) P.T. SILL PLATE SUBFLOOR POST SIZE AS SPECIFIED SEE PLAN FOR INFORMATION ON BUILT UP COLUMNS BLOCKING TO MATCH POST SIZE ABOVE SECURE WITH SCREWS OR LAG BOLTS. TYPE AND QUANTITY AS SPECIFIED BY THE HOLD-DOWN MANUFACTURER. BOTTOM PLATE 1 ROOF RAFTER/TRUSS END CONNECTION TYP. RAISED FLOOR HOLD-DOWN2 Minimum 24" wood structural panel sheathing or 32" structural fiberboard sheathing (both edges at corners) See Table R602.3(1) for fastening Optional nonstructural filler panel Fasteners on both sides at each panel edge Gypsum wall board as required and installed in accordance with Chapter 7 (of the IRC) 16d nail (3-1/2" x 0.131") at 12 in. o.c. Optional blocking for gypsum wall board NO SCALE TYPICAL INSIDE CORNER DETAIL NO SCALE TYPICAL GARAGE CORNER DETAIL NO SCALE TYPICAL OUTSIDE CORNER DETAIL WHEN FRAMING IS PARALLEL TO FLR/CLG. FRAMING BRACED WALL PANEL CONNECTION DET. WHEN FRAMING IS PERPENDICULAR TO FLR/CLG. FRAMING BRACED WALL PANEL CONNECTION DET. 2" MAX. DESIGN ASSUMPTIONS: EXTERIOR BRACING METHOD: CS-WSP (CS-WSP TO BE USED ON ALL EXTERIOR WALLS UNLESS OTHERWISE NOTED ON THE DRAWINGS) TYPICAL ABOVE ALL BRACED WALL PANELS OR WHERE INDICATED ON THE DRAWINGS Refer to floor plans for panel locations. Typical exterior wall bracing method. TYPICAL AT ALL EXTERIOR WALLS WHERE INDICATED ON THE DRAWINGS HDU2 LTT19 800 LBS. STHD8RJ

HERE INDICATED ON THE DRAWINGS Refer to floor plans for panel locations. Typical exterior wall bracing method. TYPICAL AT ALL EXTERIOR WALLS WHERE INDICATED ON THE DRAWINGS HDU2 LTT19 800 LBS. STHD8RJ STHD8RJ STHD10RJ Gypsum wall board as required and installed in accordance with Chapter 7 (of the IRC) 16d nail (3-1/2" x 0.131") at 12 in. o.c. Minimum 24" wood structural panel or 32" structural fiberboard sheathing corner return See Table R602.3(1) for fastening Continuous wood structural panel or structural fiberboard braced wall line) Orientation of stud may vary. See Figure R602.3(2). Minimum 24" wood structural panel sheathing or 32" structural fiberboard sheathing corner return 16d nail (3-1/2" x 0.131") at 12 in. o.c. Optional nonstructural filler panel See Table R602.3(1) for fastening See Table R602.3(1) for fastening Orientation of stud may vary. See Figure R602.3(2). Gypsum wall board as required and installed in accordance with Chapter 7 (of the IRC) Continuous wood structural panel or structural fiberboard braced wall line CONTINUOUS SHEATHING METHODSINTERMITTENT BRACING METHODS N/A T-WB1 COMM. #: DRAWING: 23 VREELAND ROAD- SUITE 260 FLORHAM PARK, NJ 07932 FAX: (973) 577-4455 TEL: (973) 994-1776 ARCHITECTS SINGLE FAMILY HOME FRIEDMAN RESIDENCE 10 RIDGE ROAD WEST ORANGE, NJ