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Q <br /> r <br /> Q <br /> 0 <br /> a <br /> LL <br /> J <br /> J <br /> Q <br /> Q <br /> 2 <br /> N <br /> Z N <br /> SEE DETAIL H1, HPNDRAIL MIN RED. z <br /> 01 9-1 <br /> to <br /> m =� <br /> � oN <br /> oZ <br /> w O <br /> J-1 2x8 HF # 2 @ 16 LU28 HGRS o Nw <br /> LEDGER 2X10 HF#2 PT W/ SDWH SCREWS @ 7" : 2 <br /> OC STAGGERED LANDIN P 2x4 PT HANDRAIL <br /> FTG F2.0 = 11 in. x 11-1/2 in. x 11-1/2 in. Concrete 6'-3" <br /> -P er+*aelk with Metal Bracket 4x4 PT POST <br /> CONCRETE FOOTING SHALL BE 12"DEEP MINIMUM FROST DEPTH WITH <br /> REINFORCING PER IRC CHAPTER 4 PRESCRIPTIVE REQUIREMENTS <br /> Connxtion Famen-Type Spacing/Notes <br /> Ledger to House 1/4"r 3-5/8'SDWH screws(Simpson Strang-Tie) 7'.,- ggered(already noted) <br /> Joists to Ledger/Beam Simpson LUS or LUCjoist hangers with(6)10d nails 4 nails into header/ledger+2intojaist DECK �N <br /> Joist Blocking (2)Ind nailsperend-Simpson angle bracket(eg A35) Tor it or dip at each end DECK HEIGHT 9.0" <br /> Decking to Joists (2)410 woad screws perjoist or Bd ring-shank nails Composite.-Use manufacturers screws;Wood:space 1/8-1/4" <br /> Beam Ply to Ply(aB) 10d nails or structural screws(e.g.,SO P10) Staggered rows @ 16'o.c,plus wnstruction adhesive between plies <br /> Beam to Posts Simpson AC or BC post caps with SOS screws ar(4)l lid nails Per manufacWrer instructions <br /> Post to Footing Simpson ABA CB50-or CB Post base with anchor bolt t SOS screws Anchor bolt:1/2"x 10"min.embedment <br /> Ramp Joists/Beam(Flush) Simpson LUC hangers with l Od nails or SOS screws For flush beam framing 25-6 <br /> 7 V Handrail both sides. <br /> Deck to Hcure(Z-fleshing) Galvanized or stainless steel flashing,roofing nails Continuous over ledger board 34"-36" <br /> RAMP FLOOR PLAN Less than 4" <br /> All fasteners and connectors shall be SCALE: 3/8"=l'-o" 4x4 PT POST 4 POST 36 <br /> hot—dipped galvanized or stainless I­ <br /> steel <br /> steel for exterior use. All structural -�28 BEAM <br /> connections shall comply with IRC 2X8 F .0 <br /> Table R602.3(1) and R507. Joist SLOPE 1,12 <br /> hangers, post bases, and all framing 2) 8 JOI T 16 cc'hardware to be Simpson Strong—Tie 4X4 PT POST @ <br /> or approved equivalent. Install per (2) 2x8 BEAM D H 1 HANDRAIL DETAIL <br /> manufacturer specifications. SCALE: 3/8"=V-0" <br /> 2 BLDCKS <br /> 2X8 BLOCKS--,, Cfl <br /> 8 B L CK <br /> TIE <br /> U) <br /> O <br /> ledger 2x10 HF#2 __3 <br /> PT/SDWH SCREWS @ L L LlN XJ1J1J17 OC STAGGERED <br /> J1 J1 J1 <br /> N 25-6" <br /> W +--I <br /> W <br /> RAMP FRAMING AND FOOTING F. PLAN <br /> SCALE: 3/8 n- <br /> -1 0" C) <br /> o cl� <br /> � CD <br /> FLOOR PLAN Q N W <br /> U SCALE: 3/8" = V-0" <br /> A0.4 <br /> L City of Everett Permit Services <br /> EVERETT Reviewed for Permit 04/22/2025 <br />