Supporting Documentation · Sep 17, 2026
13 Porter Rd Application package rcd 6 2 2026
b4fb2ab8971ca51dca8b803c89b071e202c26a8d53966cbdd2771199000a4563Indexed text
INSIDE CORNER DET. Consultant: Aaron Gonzales, PhD 5 2x4 STUD BASEMENT @ 16" O.C. EXT. CORNER FRAMING FOR -8'-3" 2x4 SOLE STRUCTURAL PANEL SHTH'G PLATE BASE MOULDING
BASE MOULDING 1"=1'- 0" AS SELECTED BY OWNER FIRST FLOOR WOOD RAILING TO BE 2" DIAMETER GRASPABLE AT ALL
GRASPABLE AT ALL LOCATIONS TRANSVERSE SECTION 1 4" MAX. OPNG 1/4" = 1'-0" INTERIOR WALL DET. 3 FINISH FLOOR Scale: NTS REV. # NOSING OF FINISH
NOSING OF FINISH LEDGER BLOCKING OR JOIST 6'-8"MIN. FLOOR SAME DEPTH AS MAX. NOSING ON STAIRS HANGERS ATTACH EACH
NOSING ON STAIRS HANGERS ATTACH EACH STAIRS 8" TREADS CARRIAGE TO (2)2"x10" HEADER 10"MIN BLOCKING BETWEEN CARRIAGES PREMANUFACTURED
SUPPORTS 2"x4" SUBFLOOR 3'-0"MIN. WOODEN TREAD/ RISER 4 GLUED / NAILED TO INTERIOR WALL CARRIAGE
CARRIAGE 2"x10" NOSING PROJECTS STRINGER PAST RISER 1" -1 1/2" NOTE: FLOOR JOIST
SIDE CARRIAGES ARE SUPPORTED CONTINUOSLY ON TYPICAL STAIRS DETAIL ALL FRAMING Simpson Strong-Tie 9 Scale: 3/8"- 1'-0"
Scale: 3/8"- 1'-0" ROOF PC64 - 3 1/2" x 11 1/4" beam and 4"x 4" post 17'-9" WEST ORANGE , NJ 07072 TYP. FLUSH GIRDER TO GIRDER CONN. 7 Scale: NTS
2" MINIMUM BLOCK 175.24, LOT 3 SIDECOVER RHODE RESIDENCE 3 2ND FLOOR (NO CHANGES) DOUBLE TOP PLATE
File revisions (1)
- Sep 29, 2026
b4fb2ab8971c19,301,938 bytes