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NEW CONT. 3- P.T. 2x O I I I I I I I NEW SIMPSON 2.5H CLIPS @ NEW DECK
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GIRT. FLUSH FRAMED I I I I I I I I JOISTS TO GIRT. CONNECTIONS, TYELEVATIONS
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NEW I O" SONOTUBES W/ 24"
BIGFOOT' BASE @ 48" B.G.
LJ IJ REVISIONS
EXIST. 101. SONO -
TUBE TO BE REUSED 1
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2 LE [=T SIDE ELEVATION NOTE: ANY NEWLY CONSTRUCTED HANDRAILS SHALL MEET THE CURRENT CRITERIA:
). HEIGHT OF RAIL: 3G" ABOVE DECKING. File No. Deck.dwg
2). SPACING BETWEEN BALUSTERS: 4" CLEAR MAX.; NOT LADDER -TYPE.
A2 SCALE: 1/4" = 1'-0" 3). MAX. TRIANGULAR SPACE BETWEEN STAIR PARTS: G" SPHERE. Date 05/23/17
4). ALL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING A 200 LB.
LOAD IN ANY DIRECTION. Sheet No
ALL CONECTOR5 TO BE GALVANIZED UNLESS NOTED OTHERWISE. w -
DECKING STYLE TO BE DETERMINED BY OWNER PRIOR TO CONSTRUCTION H G
ALL FASTENERS TO BE CORROSION RESISTANT, TYPICAL
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GARAGE
KITCHEN
U. HEIGHT OF RAIL: 36" ABOVE DECKING.
BATH
BEDROOM
File No. Deck.dwq
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Date 05/23/17
EXIST.
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TITLE:
NEW
DECK PLAN
REVISIONS
# FLASHING BEHIND, TYPICAL
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LOCATION IN FIELD
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(NEW DECK)
NEW DECK PLAN
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NOTE: PROVIDE SIMPSON 2.5H CLIPS AT
DECK JOIST TO MAIN BEAM CONNECTION.
PROVIDE 51MF50N P544 REGULAR P05T BASE
AT THE TOP OF THE 50NOTU13E TO MAIN BEAM
CONNECTION.
ALL CONNECTORS TO BE GALVANIZED UNLESS
NOTED OTHERWISE.
DECKING STYLE TO BE DETERMINED BY OWNER PRIOR
TO THE START OF CONSTRUCTION
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TITLE:
NEW
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REVISIONS
1-
2-
3-
4-
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SCALE :
As Noted
NOTE: ANY NEWLY CONSTRUCTED HANDRAILS SHALL MEET THE CURRENT CRITERIA:
U. HEIGHT OF RAIL: 36" ABOVE DECKING.
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File No. Deck.dwq
3). MAX. TRIANGULAR SPACE BETWEEN STAIR PARTS: G" SPHERE.
Date 05/23/17
4). ALL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING A 200 LB.
LOAD IN ANY DIRECTION.
Sheet No
ALL CONECTOR5 TO BE GALVANIZED UNLESS NOTED OTHERWISE.
DECKING STYLE TO BE DETERMINED BY OWNER PRIOR TO CONSTRUCTION
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ALL FASTENERS TO BE CORROSION RESISTANT, TYPICAL
(EXISTING)
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SCALE :
As Noted
NOTE: ANY NEWLY CONSTRUCTED HANDRAILS SHALL MEET THE CURRENT CRITERIA:
U. HEIGHT OF RAIL: 36" ABOVE DECKING.
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File No. Deck.dwq
3). MAX. TRIANGULAR SPACE BETWEEN STAIR PARTS: G" SPHERE.
Date 05/23/17
4). ALL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING A 200 LB.
LOAD IN ANY DIRECTION.
Sheet No
ALL CONECTOR5 TO BE GALVANIZED UNLESS NOTED OTHERWISE.
DECKING STYLE TO BE DETERMINED BY OWNER PRIOR TO CONSTRUCTION
-
ALL FASTENERS TO BE CORROSION RESISTANT, TYPICAL
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SCALE :
As Noted
NOTE: ANY NEWLY CONSTRUCTED HANDRAILS SHALL MEET THE CURRENT CRITERIA:
U. HEIGHT OF RAIL: 36" ABOVE DECKING.
2). SPACING BETWEEN BALUSTERS: 4" CLEAR MAX.; NOT LADDER -TYPE,
File No. Deck.dwq
3). MAX. TRIANGULAR SPACE BETWEEN STAIR PARTS: G" SPHERE.
Date 05/23/17
4). ALL COMPONENTS SHALL BE CAPABLE OF WITHSTANDING A 200 LB.
LOAD IN ANY DIRECTION.
Sheet No
ALL CONECTOR5 TO BE GALVANIZED UNLESS NOTED OTHERWISE.
DECKING STYLE TO BE DETERMINED BY OWNER PRIOR TO CONSTRUCTION
-
ALL FASTENERS TO BE CORROSION RESISTANT, TYPICAL