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WINDOW/DOOR BUCK GENERAL STRUCTURAL NOTES
Applicable Codes
A. Construction shall be in accordance with the 2017
}"e TAPOON -Florida Building Code, 6th Edition, ASCE 7-10, ASD,
1�"
staggered Min. Embedment
medmennttrs; and RISC. The above shall govern except where other
be
Into concrete , applicable codes or the construction drawings are more
restrictive.
I N Design Criteria
Mean Roof Height 200'
-_ Wind-Load 2017 FBC & Ch. 1-2,--26 -- -
Wind Velocity 170 mph Ult; 132 Non:�h„I„r,„
Exposure D ���``�GE DZgM��i,
ROUGH Qz 96 PSf %%
OPENING' GENSE
OPENING K 0.85
Pressure Treated d ` �' %, 73135 :*%
Wood Buck4
Kz 1.61 N �Y
Reduction Factor 0.6
Roof Slope Flat * o :w=
2:
Internal Pressure Coef. +/-0.18 � •..• s ,.����
Risk Category II '%o,� �....NPo...
ROUGH Optlonal at Doors Verification of Construction Conditions r ;
OPENING A. Dimensions and elevations of construction are for 40
bidding only.
B. Contractor shall inspect existing conditions and verify o
Wood Buck Notes dimensions, elevations, etc.. which affect the scope on
1. Window/Door Buck Fastening details are to meet or exceed the the construction drawings.
manufgacturers test approvals and recommendations. CThEngineer of Record shall be notified of an
2.Sucks are designed for wind load compliance only. Design for Impact C. e n g y
resutance shall require additional fasteners and/or bucking as specified variations or discrepancies on the constructioh'
by the window/door manufacturer specialty engineer In accordance to the drawings. Any variations of the constructions drawings z
2017 FBC, stn Edition. ___ without the En Ineer of Record consent are the_ _ w
— -T ----
---5,-Bucks are-to-be fastened horizontal) arid-vertical) to- oured-concrete----
-- —
beams and columns, or concrete filled masonry units, respectively. responsibility Of the contractor and owner: W x
6.Bucks are to be 1x6 or 1x8 #2 PT Southern Pine per industry standards D. The construction drawings depict a finished product U
and fully bonded to concrete/masonry w/ SIKA 1A Construction Adhesive. and all temporary, bracing and means and methods of g
For multiple buck'installation, bucks are to be fully bonded and fastened a.
to each other. construction are the responsibility of the Contractor. w
7.Buck fasteners are to be J"d TAPCON with 1j" minimum embedment Into E. All Door and Window Products shall be furnished and
concrete//masonry with staggered spacing equal or exceeding the installed in accordance to all applicable 'governing
manufacturers fastening schedule for framing. codes and manufacturer specifications. 81
F. All details, sections, and notes on the drawings are o
intended to be typical and shall apply to similar ees
situations elsewhere unless otherwise shown. 0
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