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2Y X 2Y ALUMINIUM POST DECK ATTACHMENT FOR LATERAL LOADS <br /> EXISTING HOUSE ALUMINIUM RECTANGULAR TOP RAIL <br /> SHEATHING <br /> SIDING <br /> r <br /> FLASHING FOR O <br /> ,Z WATER TIGHTNESS (NN <br /> DECK co <br /> Z V) <br /> APPROVED <br /> H JOIST HANGER <br /> Z GRK 5 6-IN X 4-IN LAG SCREW <br /> MAINTAIN 5' MAX SPACING FASCIA MOUNT FLOOR JOIST <br /> 4— z <br /> HOLD-DOWN DEVICE MIN l50 LB.CAPACITY, <br /> EVENLY DISTRIBUTED ALONG DECK AND ONE V/ <br /> WITHIN 24"OF EACH END OF THE LEDGER. <br /> HOLD-DOWN DEVICES SHALL FULLY ENGAGE W <br /> DECK JOIST PER HOLD-DOWN MANUFACTURER. Lu <br /> LEVEL 36 STANDARD GUARD RAILING <br /> �L <br /> 36"MINIMUM HIGH GUARD <br /> WITH INTERMEDIATE RAILS <br /> SPACED SO THAT A SPHERE 4" N <br /> IN DIAMETER CANNOT PASS THROUGH W <br /> EXISTING BUILDING O O <br /> � o <br /> O d <br /> FLASHING DECKING <br /> FLOOR PLAN SIMP50N HP T <br /> TY JOIST TO BEAM <br /> SCALE: 4" ��f- 1 O -0 <br /> 4XI2 BEAM 51MPSON AC6Z, 4-J C C <br /> d TYP BEAM TO P05T C <br /> z <br /> EXISTING HOUSE O C � <br /> LLQo�om _ 0 c; +.+ <br /> Na�rOr (D C <br /> 0. W <br /> W9$z$w, W <br /> = a = 04 r�i <br /> 2X8 LEDGER BOARD <br /> 6X6 POST <br /> W�� H <br /> zw7 p POST BASE <br /> LL�oLLo� <br /> F CAST-IN-PLACE OR a a a <br /> ANCHORED TO FTG <br /> POST HANGER <br /> O <br /> 2X8 P.T. 012" O.G. zv v - FINISHED GRADE <br /> m _ z U <br /> Z <br /> $ Y V (D <br /> 2e"X2e"XI5"FTG U W <br /> #4AI2" O.G., E.W., W Q <br /> 4XI2 BEAM /GRK 5/16-IN X 4-IN LAG SCREW CENTERED 0 a <br /> 6X6 F, %T 6X6 POST 6X6 POST 6X6 POST V STAGGER FASTENERS IN 2 ROWS - <br /> FASTENERS FOR PRESERVATIVE-TREATED AND > Lu <br /> FIRE-RETARDANT-TREATED WOOD SHALL BE OF <br /> Lr HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON U ^/ <br /> BRONZE OR COATING WEIGHTS FOR ZING-COATED FASTENERS SHALL BE IN <br /> Fap ACCORDANCE WITH ASTM AI53.R311.3 /1� <br /> _ V C <br /> WHEREDTHE ADJACENT SURFACE OR GRADE IS 30"OR MORE BELOW GUARDS)A W <br /> 2X,3 RIM JOIST #=j- LEDGER 36"IN HEIGHT SHALL J •� <br /> MINIMUM EDGE D15TANCE wR RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT THE TOP. <br /> s.a y CIAI-ReW — ' m n INFILL ELEMENTS SHALL RESIST A HORIZONTAL LOAD OF 50 POUNDS OVER A ONE <br /> l'-3 1/4' 1 1/4" —3 1/4" I'�1" MANUFACTURER 5 TECHNCAL ry ry N <br /> eUL_ETIN SQUARE FOOT AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" 70 <br /> rc <br /> o SPHERE. R30I.5/R312 <br /> 2 '-©" 4A IF L G'N SEREW R E UceEDo L L L STAIR RISERS SHALL BE 1 3/4'MAX. TREAD DEPTH SHALL ME 10'MIN. RISER <br /> J$"IF LAG sGREWS ARE USED <br /> OR Iv eoLr SPACING Is zIQ <br /> �; HEIGHT AND TREAD DEPTH MUST NOT VARY BY MORE THAN 3/e'. R3I L1.5 <br /> REDUCED TO TTAC " r OPEN RISERS TO RESTRICT PASSAGE OF 4"SPHERE.R3I I.l.5.I <br /> FRAMING PLAN LEDGERS TO 2—6AND gsTs <br /> ALL THE FRAME ELEMENTS SHALL BE PRESSURE-TREATED WOOD. L A/ <br /> " FIELD-GUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED Page SCALE �4 - WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.R3I1.1 <br />