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SHINGLES - INSTALL
<br />2X4 CEDAR DECKING O/ �!
<br />JOISTS
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<br />(ASPHALT
<br />PER MFG. SPECS. OVER 2-
<br />Li YERS 30# ASPHALT PAPER \�\
<br />FOR ROO FLOPE <2/12, USE
<br />SIMPSON LUS 26 HANGER
<br />SINGLE .PLY ROOF NG , TYP.'
<br />3/4" PLYWOOD SHEATHING
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<br />P.T. 2X12
<br />1.25X4 CEDAR DECKING BOARDS
<br />2X BLKG. —�
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<br />1.25X4 CEDAR DECKING BOAR
<br />1 2X12 STAIR STRINGER
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<br />(N) 2X4 RAFTERS 24" O.C.
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<br />2X12 STAIR STRINGER
<br />(E) CONC. SLAB LANDING
<br />2X FASCIA BOARD
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<br />@ 12" O.C.
<br />TO MATCH EXIST.
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<br />2X4
<br />MTL. BOX GUTTER BY
<br />OTHERS (WHERE OCCURS)
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<br />BEAM PER A4.1
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<br />EXIST, STAIR
<br />EXIST® ROOF EAVE 2
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<br />-5 1„ = 1'-0"
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<br />= 1'-0"
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<br />8 1 1/2" = 1'-0°'
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<br />EXTERIOR DOOR THRESHOLD
<br />2X4 P.T. RAILING CAP
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<br />POST PER PLAN
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<br />26 GAUGE GALVANIZED
<br />BONDERIZED THRESHOLD
<br />PAN FLASHING
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<br />1X6 DECKING
<br />iX4 P.T. RAIL
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<br />1X6 DECKING POST BASE PER PLAN, GUARDRAIL TO RESIST
<br />INSTALL PER MFR SPECS 200 LB. CONCENTRATED
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<br />NEW
<br />26 GAUGE FLASHING
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<br />2x8 P.T. DECK
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<br />12"X12"X12" CONC. PLINTH;
<br />2X2 P.T.BALUSTER
<br />LOAD ON THE TOP RAIL,`"
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<br />EXTERIOR
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<br />(E) WALL
<br />H2.5, TYP.
<br />�ISTS @16" O.C. �
<br />HEIGHT AS REO W/ 4-#4 VERT
<br />AND #3 TIES @ 6"OC
<br />AND 50 PSF ON ALL
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<br />DOOR
<br />iX6 DECKING
<br />(E) FLOOR
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<br />_LIP
<br />GUARDRAIL INFILL
<br />COMPONENTS..
<br />/ SYSTEM
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<br />1.25X4 CEDAR DECKING
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<br />CAULK BETWEEN FLASHING
<br />(E) FLOO
<br />- SYSTEM
<br />2X8 P.T. DECK
<br />JOISTS @ 16" O.C. - HOLD-DN DEVICE AT
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<br />AND COMPRESS TOGETHER MIN. 2 LOCATIONS i 2xP.T. DECK JOISTS
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<br />(E) WALL
<br />1/2"DIA X6" LAG BOLTS PER DECK, W/ MIN
<br />@16" O.C.
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<br />26 GAUGE GALVANIZED
<br />W/ WASHER @ 11"OC 1,500# ALLOWABLE
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<br />DECK FLASHING.
<br />STAGGERED STRESS
<br />P.T. BEAM PER A4.1 __
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<br />OVERLAP WALL TO DECK
<br />FLASHING. EXTEND 4" BEYOND
<br />BOTH SIDES OF THRESHOLD.
<br />(E) WALL
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<br />i.T. POST BEYOND I00
<br />(N) 2X FASCIA TO
<br />(N)
<br />MATCH (E)
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<br />HOLD-DOWN TENSION DEVICE
<br />SHALL BE PROVIDED IN NOT
<br />LESS THAN TWO LOCATIONS
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<br />E) FOUND. BEYOND i
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<br />(2) 2X8 P.T. RIM JOIST
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<br />PER DECK. EACH DEVICE
<br />SHALL HAVE AN ALLOW.
<br />1�
<br />3"
<br />P.T. POST BEYOND
<br />cc:
<br />STRESS DESIGN CAPACITY OF
<br />MIN 1,500#, TYP.
<br />1' - 6"
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<br />E DECK@ (E) RES®
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<br />2 EXIST® DECK EDGEi
<br />3 DECK FOOTING
<br />7 RAIL AT DECK-
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<br />1 = l'-0"
<br />1 1 /2" = V-0"
<br />1 1 /2" = V-0"
<br />1 1 /2" = l'-0"
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