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DECK ATTACHMENT FOR EXISTING CANTILEVER WALL <br /> SHEATHING M <br /> SIDING N <br /> co <br /> FLASHING FOR <br /> WATER TIGHTNESS Q <br /> 14"-0° <br /> DEC <br /> APPROVED <br /> JOIST HANGER <br /> L <br /> DECK <br /> I J015T <br /> En <br /> 6X6 POST _1 FLOOR J015T GRK 5/10-IN X 4-IN LAG SCREW <br /> 2XI2 RIM JOIST W <br /> 0 DECK ATTACHMENT FOR LATERAL LOADS G Q �_ <br /> SHEATHING <br /> SIDING U , <br /> LV a-' ^W N <br /> FLASHING FOR , + <br /> - WATER TIGHTNESS L 0 M <br /> 6X6 POST DECK O V: ^ ' <br /> z i LL li <br /> / I F APPROVED <br /> N JOIST HANGER <br /> Z GRK 5/I6-IN X 4-IN LAG SCREW •� <br /> I0 FLOOR JOISTT_l� /�/����1 /}/���7� <br /> S HOLD-DOWN DEVICE MIN l59 LB.CAPACITY, y/ a/ <br /> EXISTING HOUSE 1\ 6XI0 BEAM EVENLY DISTRIBUTED ALONG DECK AND <br /> �J ONE WITHIN 24"OF EACH END OF THE <br /> O LEDGER.HOLD-DOWN DEVICES SHALL FULLY Q <br /> ENGAGE DECK JOIST PER HOLD-DOWN <br /> MANUFACTURER. C c <br /> _ I a a 20 <br /> 6X6 POST A FULLY THREADED 3/e" N Q <br /> CC% DIAMETER LAG SCREW L ^, <br /> PREDRILLED W/MIN 3" V/ <br /> PENETRATION TO CENTER OF O a a 4-+_ <br /> TOP PLATE,STUDS,OR HEADER — <br /> 2XI2 LEDGER BOARDA 0- C a a_ <br /> X ao GRK 5/16-IN X 4-IN LAG SCREW N M <br /> STAGGER FASTENERS IN 2 ROWS 0) 0) 0) 0) <br /> a a a a <br /> aaaa <br /> 6X6 POST/ Ir <br /> 1 € —• N m n <br /> LEDGER ' 4-J N O <br /> MINIMUM EDGE DISTANCE FOR DISTANCE CAN BE REDUCED TO LL a <br /> SPECIALIZED SCREWS.SEE 4 X'IF LAG SCREWS ARE USED Z Z Q <br /> MANUFACTURERS TECHNICAL OR IF BOLT SPACING IS z-- • T� <br /> BULLETIN REDUCED TO THAT OF LAG <br /> SCREWS TO ATTACH 2X S` v C <br /> LEDGERS TO 2X5 BAND JOISTS `9 Z <br /> z_ <br /> s NOTES: Y N C7 w <br /> U Q ? o <br /> FASTENERS FOR PRESERVATIVE-TREATED AND C ;; Lu <br /> FIRE-RETARDANT-TREATED WOOD SHALL EiE OF O i J 0 Y <br /> HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SIUCON LL -i V , ♦ d <br /> ``1II f5RONZE OR COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL EiE IN v <br /> I _ ACCORDANCE WITH ASTM A153.R311.3 �� N I � <br /> 6 III <br /> X6 POST I r -GUARDS- L a > QV Q <br /> — WHERE THE ADJACENT SURFACE OR GRADE IS 30"OR MORE BELOW GUARD(S)A C) YO II /� <br /> 36"IN HEIGHT SHALL U +' V @) r_ <br /> 13-4 2-2 RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT THE TOP. W !3) <br /> INFILL ELEMENTS SHALL RESIST A HORIZONTAL LOAD OF 50 POUNDS OVER A ONE 0 Q y J N <br /> I rnn"-0" SQUARE FOOT AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" a �? <br /> SPHERE.R301.5/R312 a <br /> STAIR RISERS SHALL BE l Y4"MAX. TREAD DEPTH SHALL BE 10"MIN.RISER t <br /> FRAMING PLAN HEIGHT AND TREAD DEPTH MUST NOT VARY BY MORE THAN 3/a R311.1.5 U <br /> OPEN RISERS TO RESTRICT PASSAGE OF 4"SPHERE.R311.1.5.1 <br /> SCALE %a - I ALL THE FRAME ELEMENTS SHALL BE PRESSURE-TREATED WOOD. <br /> FIELD-GUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED <br /> WOOD SHALL EiE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.R311.1 > r <br /> Page 3/4 <br />