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._-- DECK LAYOUT
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JUL7O2O9
TOWN OF QUEENSBURY
BUILDING&CODFS
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TOWN OF QUEENSBURY
BUILDING DEPARTMENT compliance
Based on our limited examination,comp
with our comments shallnot be construed as
girds Eye View
indicating the plans andd specifications are inn
full compliance with the Building Codes of
New York State.
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TOWN OF QUEENSBURY
FILE COPY TopView with PlanksDING & CODES DEPT,
1-Reviewed By:
Date: 1Y/
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I
i STAGGER FASTENERS
Y IN 2 ROWS
0 0 0 ��; 5.5'MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO
5' 6.5'MIN.FOR 2 X 10 BE REDUCED TO 4.5'IF LAG SCREWS
® ® 6 ® 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
2'MIN. TOATTACH 2 X 8 LEDGERS TO 2 X 8
BAND JOISTS.
LEDGER LAG SCREW OR BOLT 3/4'MIN.
For St:1 inch=23.4mm.
FIGURE R507.2.1(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
_ R50N7.2.4
HOLD-GOW OR SIMILAR
TENSION DEVICE
FLOOR SHEATHING NAILING AT
8'MAXIMUM ON CENTER TO ' 2 locations
JOIST WITH HOLD-DOWN
�= C=c�C—rrcc� F1..... _ 1T
►4 '�—
►��)
FLOOR JOIST 1 DECK JOIST
I
FIGURE 507.2.3(1)
DECK ATTACHMENT FOR LATERAL LOADS
OR
• SHEATHING
NOTE: SIDING '
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTS ARE FLASHING FOR
PARALLEL TO DECK JOISTS. ii, WATER TIGHTNESS
DECKING
-.la
ilAPPROVED JOIST HANGERS
2'MIN.<INIIP11- 2x LEDGER WITH FASTENERS
IN i VII IN ACCORDANCE WITH TABLE R507.2
FLOOR JOISTS ���� '_, HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
1/1 AT 4 LOCATIONS,EVENLY DISTRIBUTED
ALOECK AND ONE WITHIN 24'OF EACH
END OF FG DTHE LEDGER.HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED 3/5'DIAMETER LAG
SCREW PREDRILLED W/MIN.3"PENETRATION
TO CENTER OF TOP PLATE,STUDS,OR HEADER.
FIGURE R507.2.3(2)
DECK ATTACHMENT FOR LATERAL LOADS
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