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4303 Stone Way N <br /> Seattle,WA 98103 <br /> 206.258.6333 <br /> pa'� 90 t", <br /> P <br /> SfONAL <br /> (E)FIRST PORCH BELOW <br /> (E)ROOF OVERHANG ABOVE <br /> LANDING SHEATHING (E)DECK <br /> HUC48 <br /> PER PLAN NOTE 6 <br /> (IYP.U.N.O.) <br /> PI w/(2y4'o x 3'SDS SCREWS CONTRACTOR TO VERIFY MIN. <br /> AT CENTER OF EACH POST HUCQ610-SDS HANGER CONTRACTOR TO VERIFY <br /> TYP.AT DECK LANDING °r _ TO MIN(E)PI POST <br /> (E)DECK BEAM TO BEf6z12 <br /> -- 2x FITSFRINGER ® MIN.P <br /> LANDING FRAMING -ON TAACTOJTQV�RIQ CONTRACTOR TO VERIFY <br /> �► MIN PT 6X6 POST _� (E)OECK JOIST TO BE <br /> c----- PI @ 16"D.C.MIN. <br /> ii/53.1 ` / 7/53.1 PIw/(2y4"e x 3'SDS SCREWS � - � LANDING FRAMING <br /> AT CENTER OF EACH POST - - CONTRACTORTO VERIFY(E)RIM JOIST <br /> TYP.AT DECK LANDING n �n_ _ UC46 is PI MINIMUM <br /> 'c r,' CONTRACTO TO VERTP <br /> T p qxg v�1 LANDING SHEATHING Q) <br /> Wl(2)Y,"e X "SDS SC NOTE: 11/531 PER PLAN NOTE 6 > C oN <br /> LU5210 �' �' _LU5210 AT(E)POST TO DECK ROOF,CONTRACTOR TO VERIFY ` (1YP.U.N.O.} <br /> z a -� MINIMUMPCZPOSTCAPAT(E)ROOFBEAM `' r Q 00 <br /> a ' / a (E)DECKFRAMING PI <br /> r (TYP.U.N.0.) DTT1Z EACH END OF J L J PT PT6x6POST 4-1 >' <br /> p�6+6 F CONTRACTOR TO VERIFY(E)BEAM DECK TO HOUSE r , _ w/LCECAP > p <br /> TO BEPT4xtOMINIMUM ` LUS210 O = <br /> A NOTE: PI LEDGER w/(2),,'e <br /> 10611- CONTRACO OVERI NOWORKAT(E)HOUSE. LEDGERLOC@16'O.0 PT6z6POST 2z12PTSTRINGERS = v <br /> MIN PI POST FOR REFERENCE ONLY w/PCZ CAP O > <br /> FIT 2x8 W/(2)7,'o X 8'SDS SC � <br /> N LU <br /> i0(E)DECK BEAM Xo x 6'SDS SCREWS <br /> Po6x6 AT EACH STRINGER TO POST r <br /> 10/S3 ta ^t <br /> re l V <br /> Apsr e <br /> PT 2z8 <br /> F_FJ 7— <br /> (E)HOUSE <br /> `(E)FIR5T FLOOR PORCH BELOW <br /> IZ'CV`Eu /'+d JzrcdTtr.1S IT <br /> No. Date Issue <br /> 04/04/23 Permit <br /> 08/25/23 Correction <br /> PLAN NOTES <br /> Upper Floor Stairs FramingPlan <br /> SCALE:Y4"=l'-0" N 1. REFERTO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS(SIA) LEGEND Sheet Contents <br /> STRUCTURAL WOOD WALL or = JOIST or BEAM <br /> 2 REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS UNLESS SPECIFICALLY NOTED ® POST BELOW THIS LEVEL <br /> ON STRUCTURAL PLANS. ----3 (E)JOISTORBEAM <br /> —� (E)STRUCNRAl WOOD WALL OR <br /> 3. CONTRACTOR TO VERIFY THAT ALL POSTS HAVE CONTINUOUS BEARING THROUGH TO THE POST BELOW THIS LEVEL UPPER FLOOR STAIRS <br /> FOUNDATION. c—o—� (E)SPAN DIRECTON PER FLOORSTA <br /> 4. REFER TO DETAIL 8/53.2 FOR ALL GUARDRAIL REQUIREMENTS. �a SPAN DIRECTION <br /> ING PLAN <br /> 5. LANDING/DECKJOI5TTOBEPT2x811116'O.C.,U.N.O. EXTENT OF SPAN <br /> 6. LANDING SHEATHING SHALL BE Y'TBG PLYWOOD SHEATHING WITH 48/24 SPAN RATING. - <br /> NAIL FRAMED PANEL EDGES w/8d COMMON(0.131'DIA.x 2Y,')@ 6'D.C.,HELD 1a 12' a ? -- Sheet No. <br /> D.C.(REFER TO 9/54.1) ._ - _.._ "•:! <br /> S2.2 <br /> r <br />