HomeMy WebLinkAboutPROJECT LAYOUT DocuSign Envelope ID:0565C8F5-4C99-4F16-8900-63EF0638CCD0 E
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DocuSigned by: LU LL
DocuSigned by: E **It has been verified v
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869962A601A941C... that existing slabs above Q N
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WINDOW SCHEDULE Q
NO 73135••�: Z. post—tensioned
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MARK SIZE MANUFACTURER MODEL PRODUCT AGENCY DESIGN DESIGN MAX. WINDOW P
t WIDTH HEIGHT APPROVAL ZONE PRESSURE PRESSURE 0 o
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''•� ��oa�o�v�`�,�• A 46.5" 60" WinDoor, Inc. SH9400T 17820.3-R4 FBC 4 +73.9/-82.7 +/-85.2 0 0 0
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NA B 42.25" 60" WinDoor, Inc. SH9400T 17820.3-R4 FBC 4 +73.9/-82.7 +/-85.2 2
1 3.25" 60" WinDoor, Inc. 3-1/4" TB, 135% Vertical Mullion 21144.3—R3 FBC 4 +73.9/-82.7 +/-150 '"°21'zs
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TYPICAL W NDOW/DOOR BUCK GENERAL STRUCTURAL NOTES w Ld WW
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Applicable Codes °
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A. Construction shall be in accordance with the 2020 wa°�
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J"0 TAPCON Florida Building Code, 7th Edition, ASCE 7-16, ASD, `d<;I
Staggered Easterners; Q� °
1�" Min. Embedment and AISC. The above shall govern except where other Q�m�
into Concrete applicable codes or the construction drawings are more NWN�
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restrictive.
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Design Criteria
Mean Roof Height 200'
Wind Load 2020 FBC & ASCE 7-16
Wind Velocity 170 mph Ult
Exposure D
ROUGH Qz
96 psf WIND LOAD SCHEDULE m
OPENING Kd 0.85 ZONE 4 1 5
Pressure Treated K z 1 .61
Pressure (+) 173.9173.9 a a
Wood Buck Reduction Factor 0.6 Suction (—) 1 82.7 IT107.7
Corner Distance, A = 17.4 Feet
Roof Slope Flat N
4 Internal Pressure Coef. +/-0.18
44 a a a ° ° ° ° 1Risk Category II
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ROUGH Verification of Construction Conditions Z
OPENING Optional Bototm Plate A. Dimensions and elevations Of construction are for a
bidding only. W
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B. Contractor shall inspect existing conditions and verify
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.
2. Bucks are designed for wind load compliance only. Design for impact C. The Engineer of Record shall be notified Of any
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
2020 FBC, 7th Edition. without the Engineer of Record consent are the
5. Bucks are to be fastened horizontally and vertically to poured concrete
beams and columns, or concrete filled masonry units, respectively. responsibility of the contractor and owner. N
6. Bucks are to be 1x6 or 1x8 #2 PT Southern Pine per industry standards D. The construction drawings depict a finished product Z
and fully bonded to concrete/masonry w/ SIKA 1A Construction Adhesive. w LL
For multiple buck installation, bucks are to be fully bonded and fastened and all temporary bracing and means and methods Of w
to each other. construction are the responsibility of the Contractor. Q
7. Buck fasteners are to be J"b 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 W 0-
DocuSigned by: Pp 9 g w
manufacturer's fastening schedule for framing. codes and manufacturer specifications. o 0-1
F. All details, sections, and notes on the drawings are o
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,,••��°PEE s�9 '• intended to be typical and shall apply to similar Y o
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No 73135 '. = situations elsewhere unless otherwise shown. ° ?
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DocuSigned by: %9 STATE OF :'UJ
Off. A, ';�!/.` 21-029
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