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C � <br /> �n NOTE: <br /> ATTACH JOIST TO CONT ALL RAIL MATERIAL TO BE ENGINEERING <br /> LEDGER W/SIMPSON APPEARANCE GRADE PRESSURE 250 4TH AVE. s., SUITE zoo <br /> LUS SERIES HANGERS u z TREATED (AGPT). EDMONDS, WASHINGTON 98020 <br /> cc Z) PHONE (425) 778-8500 <br /> Q c — EXIST WOOD STUD FAX (425) 778-5536 <br /> PROPOSED COMPOSITE w WALL PER PLAN <br /> DECKING PER ARCH DWGS. a v PT 4X4 HF#2 GUARDRAIL <br /> FASTEN TO FRAMING PER POSTS @ 6'-0" MAX COMPOSITE <br /> v, DECKING PER PLAN <br /> MFR S REQUIREMENTS tMOTI�y <br /> (2) 1/2"�THRU CONT 2x FULL DEPTH S <br /> I BOLTS @ EA POST DTT2Z TENSION BLKG W/ 10d ,yti of WAS,r <br /> I - TIE AT TOP COMMON TOE <br /> Ln NAILS @ 6" OC F o <br /> �O <br /> L48 '� ti <br /> N. S�IONAL Cs <br /> ----- ————— EXIST FLOOR JOISTS <br /> ASSUMED TO BE 2x10 @ 16" — 11101122 <br /> DECK JOIST PER PLAN — —_ <br /> OC. CONTRACTOR FIELD —__ DESIGN: AL <br /> SIMPSON DTT1Z TENSION VERIFY SIZE, DIRECTION, AND - DRAWN: JOS <br /> TIE @ 8'-0" OC AND (1) @ SPACING — __ CHECK: MTM <br /> EA END OF DECK 2x FULL DEPTH DBL RIM JOIST PER Ln <br /> PLAN. PROVIDE (4) 1/4" x 6" SDS `� J0B NO: 22280.10 <br /> SOFFIT FRAMING 2x PT) SIMPSON <br /> LEDGER; ATTACH TO RIM SCREWS INTO END OF NEAREST DATE: 1 1/01/22 <br /> PER ARCH DWGS W/ (3) SIMPSON 1/4" x 3 1/2" SDS JOIST ON BOTH SIDES OF EACH POST — DRAINAGE FRAMING <br /> SCREWS @ 8" OC. 1 1/2" MIN PER ARCH DWGS <br /> SCREW THREAD PENETRATION INTO <br /> EXIST RIM OR BLKG REQUIRED BEAM PER PLAN <br /> DECK CONNECTION TO HOUSE SECTION <br /> SCALE: 1" = V-0" <br /> N <br /> W 00 <br /> C� <br /> U Q Z_ <br /> 7- Q <br /> w > Q <br /> C) o EL, <br /> cry _ '-'- cn <br /> w w <br /> Q:f < <br /> 0 <br /> o w �- <br /> w (.0 > O w <br /> -i N w 0 <br />