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NOTE: NAIL END STRINGER bu Ic- r <br /> GUARDRAIL NOT SHOWN TO FRAME WALL w/ <br /> FOR CLARITY. (4)16d EA.STUD NOTE: <br /> GUARDRAIL NOT SHOWN ENGINEERING <br /> (E)EXTERIOR WALL PER PLAN FOR CLAIM. �� C <br /> (E)JOIST AND SHEATHING DECKING PER ARCH. TREAD PER ARCH. <br /> Seat Stone Way N <br /> DECKJOISTS PER PLAN Seattle,WA 98103 <br /> Y'PLYWOOD PER ARCH. 206.258.6333 <br /> --- KICKPUTE <br /> )a'PLYWOOD <br /> SHEATHING Et R.6 <br /> of tus9j/I+f' <br /> 7DTr1Z <br /> E INDICTED w/ PT2x125TRINGER <br /> DTOJ015T&MANUFACTURER WHERE SHOWN ONLATE PLAN <br /> @ EAJOIST PT 4x8 PT 2x8 @ 16'oc <br /> .. ER FASTENED w/ <br /> (2)Y.'xx3%'LEDGERLOK SCREWS @16.D.C. Typical Rise Typical Landing <br /> (E)IDOERIOR WALL PER PLAN <br /> ALL TREAD AND RISER <br /> DIMENSIONS PERARCH <br /> (� n Landing to Existing House Typical Stair Landing Detail <br /> S /4"=1'-0" -a SCALE' 3/4"=1'-0" • SCALE: 3/4"=1'-0 <br /> CALE: 3 " SCALE: 3/4"=1'-0" • <br /> NOTE: I[POST,PLINTH&FOOTING <br /> GUARDRAIL NOT SHOWN QJ <br /> FOR CLARITY. <br /> POST PER PLAN <br /> I ^' <br /> (E)DECKING PABU OST <br /> VJ v <br /> 10'SQ.PLINTH REINFORCED w/ POST BASE � Z p <br /> (4)#4xL-VERT.&#3x© c cN <br /> @6'O.C.w/(3)#3x©IN Q � 00 <br /> TOPS'OF PLINTH 4--J Q Q <br /> z \ >, <br /> 4O O <br /> 0 _ <br /> (E)DECKJOIST J FOOTING SIZE& p j <br /> (E)DECKRIM REINFORCING PER PLAN cV w <br /> LUS HANGER r <br /> WIY.'e x 3' <br /> SDS SCREWS - <br /> N <br /> PT2x12 STRINGER <br /> in SCALE: 3/I I-0° n ringer Connection at (E) Deck Edge (� Deck/Stair Post Foundation <br /> SCALE: 3/4"=1'-0" 7 SCALE: 3/4"=1'-0" • <br /> HORIZONTAL BRACE PER PLAN WoTHREADED <br /> ROD w/NUTS <br /> P.T.4x4 MIN.POST &WASHERS <br /> (4)YVo x 3'SDS SCREWS @ 64'oc MAX. <br /> EACH BRACE TO POST P.T.2x8 MIN. _z <br /> No. Date Issue <br /> DECKJOISTS oaioaiz3 permit <br /> &RIMS <br /> " Q OBRS/23 Permit <br /> • 'I : 18'MAIL A / { — Correction <br /> <I x� r 214 MIN. STRINGER PER PLAN <br /> S'MAX. S z <br /> — HGA10 EACH STRINGERTO <br /> HD38 BASE PLATE <br /> ER Zx PT BASE PLATE <br /> PT2x CROSS BRACING SECTION Sheet Contents <br /> BEAM TO P05T f• <br /> OD �'eTHREADED <br /> ROD w/NUTS z_ <�� V, V� ��// <br /> &WASHERS P.T.4x4 MIN.P05T ��(4)Y°aANCHOR EXPANSION CONCRETE DETAILS <br /> z @ 6'-0'oc MAX. <br /> BOLTS,MINIMUM 3'EMBED <br /> x �x <br /> POST PER PLAN �Y POST PER PLAN <br /> (E)LANDING <br /> 214'min. <br /> S'max — <br /> PLAN VIEW z — <br /> SECTION B HD3B S3. 1 <br /> 9 1 Cross Brace at Stairs n Typical Guardrail Connection Detail �L Base Stringer Connection <br /> SCALE: 3/4"=1'-0" • SCALE: 3/4"=1'-0" • i c • <br /> L SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" , <br />