structural 7
, r
N i STAGGER FASTENERS
2 IN2ROWS
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
® ® ® ® 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
2'MIN. TO ATTACH 2 X 8 LEDGERS TO 2 X 8
BAND JOISTS.
LEDGER LAG SCREW OR BOLT 3/4'MIN.
For SI:Iinch=25.4 mm.
FIGURE R507.2.1(1)
PLACEMENT OF LAO SCREWS AND BOLTS IN LEDGERS
- R507.2.4
1 HOLD-DOWN OR SIMILAR
I TENSION DEVICE
FLOOR AX UMSHEATHING NAILING AT
8'MAXIMUM ON CENTER TO � 2 locations
JOIST WITH HOLD-DOWN
TI -
FILE COPY 1FLOORJOISTDECK JOIST
it, N R ET TOWN OF QUEENSBURY
T L�. 11 NEBUILDING & CODES DEPT.
FIGURES07.2.3(1)DECK ATTACHMENT FOR LATERAL LOADS K�-•�`eviewed B : M,
Date:
OR
•
• -SHEATHING
NOTE: SIDING
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTS ARE FLASHING FOR
PARALLEL TO DECK JOISTS. I WATER TIGHTNESS
DECKING
��� J
C
• IilVP APPROVED JOIST HANGERS
2"MIN. 2x LEDGER WITH FASTENERS
Eiji
miemim IN ACCORDANCE WITH TABLE R507.2
FLOOR JOISTS MIANN
' HOLD-DOWN DEVICE MIN 750 LB.CAPACITY
ALONG D LOCATIONS,EVENLY DISTRIBUTED
CKAND ONE WITHIN 24'OF EACH
END OF THE LEDGER.HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED Ye'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
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments shall not be construed as
t indicating the plans and specifications are in
.or go ( e'j
}� �
full compliance with the Building Codes of
/►- 0 ( . New York State.
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