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WINDOWDOOR BUCK GENERAL STRUCTURAL NOTES
Aoolicable Codes
A. Construction shall be in accordance with the 2017
"o TAPCON Florida Building Code, 6th Edition, ASCE 7-10, ASD,
Staggered Fasterners; and AISC. The above shall govern except where other
1j" Min. Embedment applicable codes or the construction drawings are more
Into Concrete
restrictive.
Design Criteria
Mean Roof Height 200'
Wind Load 2017 FBC & Ch. 1-2, 26
Wind Velocity 170 mph Ult; 132 Nom
Exposure DROUGH Qz 6 psf ®�
OPEN NGKd 0.85 � � ®R'
Pressure Treated Kz 1.61 � � �&
Wood Buck Reduction Factor 0.6 li� G 0 gg
Roof Slope Flats �r��' Co �8
Internal Pressure Coef. ,+/-0.18
e• Risk Category II
N
itouGH Verification of Construction Conditions z
OPENING A. Dimensions and .elevations of construction are for N
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Optional at Doors 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.
manufgacturer's test approvals and recommendations. C. The Engineer of Record shall be notified of any
2.Bucks are designed for wind load compliance only. Design for impact
resutance shall require additional fasteners and/or bucking as specified variations or discrepancies on the construction
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 Engineer of Record consent are the LU
5.Bucks are to be fastened horizontally, and vertically to poured concrete responsibility of the contractor and owner.
beams and columns, or concrete filled masonry units, respectively. P Y W
B.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 fastenedconstruction are the responsibility of the Contractor. W�}
to each other. E. All Door and Window Products shall be furnished and
7.Buck fasteners are to be J"O TAPCON with 1j" minimum embedment into
nct ahelspacing or exceeding the � G ,DZM, �� installed applicablele governing
concrete//masonry
manufacturer's fastening schedule for framing. , Acodes and manufacturer specifications.
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F. All details, sections, and notes on the drawings are
cq�;'v`G T3�3 •'•.*'y intended to be typical and shall apply to similar °d
situations elsewhere unless otherwise shown. a 9
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