HomeMy WebLinkAboutPLAN & PROPOSED WORK#16 Hermosa Lane
Port St. Lucie, FL
The scope of work for this project consists of replacing damaged columns, beams and
roof as a result of storm damage. This repair has been designed in accordance with the
requirements of the 2014 Florida Building Code, Fifth Edition - Residential, Chapter 3,
Section R301.2.1. The following wind load requirements, in accordance with 2014
Florida Building Code, Fifth Edition - Building, Chapter 16, Structural Design, Section
1609 and ASCE 7-10 were employed in the design of the structure:
Ultimate Design Wind Speed (Vuit): 150 MPH
3-Second Gust Wind Speed (V.a): 116 MPH
Risk Category: I
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.00
Design Pressure for Exterior Components & Cladding:
• Walls = Existing
• Roof = +/-15.0 PSF
137-9 c
DEC 0 8 2017
BY................ ...
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite # 1060
Longwood, FL 32779
FL P.E. License # 35816
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4th M11 Detail
54' of 3 x V Rhino Steel Pons
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THESE AND ALL PROPOSED WORK
new 3 X 3 trim misting framing.
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ARE SULIJECT TO ANY C RRE 6
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CONCEALED FASTENERS OR ATTACHMENTS
MAYBE NECESSARY IN ORDER. d
COMPLY WITH AU. APPLICABLE CODES.
12'
ARE THE RESPONSIBIR OF THE LA C\t*mn
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CONTRACTOR OF RECORD
SCALE: N.T.S.
Existing Factory Site Beam
Attach Roof Panel to Header
(4) #12 x 3/4" S.D.S. w/ 314"
Pan Washer Per 12" Panel
Caulk All Exposed Screws
Attach Channel to Wood Using
(1) #12 Wood Screws w/ 1.5" (MIN.)
Thread Penetration @ 6" O.C.
qv=.) Staggered CM-)
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x 0.050" Aluminum Channel
Pan Roof to Factory Site Beam
Aluminum Framing Member (TYP.)
Knee Brace to Beam Using
"U" Channel w/ (3) #10 x 1/2" S.M.S.
Into Alum. Post & (3) 910 x 1/2" S.M.S. into
Knee Brace on Both Sides (MIN)(TYP)
— 2" x 3" Hollow @ 2'-0" (MIN.(TYP.)
Knee Brace to Column Using
"U" Channel w/ (3) #10 x 1/2" S.M.S.
Into Alum. Post & (3) #10 x 1/2" S.M.S. into .
Knee Brace on Both Sides (MINXTYP)
3" x 3" Column (TYP.)
Knee Brace to PostBeam
(2) 3/8" x 4" Corrosive Resistive
Thtu-Bolts w/ Nuts & Washers (TYP
= 3" x 3" Aluminum Post (M.)
Aluminum Base Plate
.125"' (MIN.) Thickness
Existing Reinforced
Concrete Foundation
(TYP.)
(To Be Field Verified) Post to Base Connection
(2) 3/8" L.D.T. w/ 3.5" (MIN.)
Embedment into Solid
Concrete w/ 3" (MIN.) Edge
Distance (TYP.)
x 12" Rhino Pan Roof(TYP.)
NOTE: Provide AddirionalFlashin AsNe
3" Pan Roof (TYP.)
Attach Roof Panel to Framing Memo--
(4) #12 x 3/4" S.D.S. w/ 3/4" Alumi
Pan Washer Per 12" Panel
Caulk All F-,q)o ¢d Screws
Side Notch Is Acceptable (4) 3/8" x- 4" Corrosive Resistive
Thru-Bolts w/ Nuts & Washers (TYP.)
3" x 3" Aluminum Post (TYP.)
2" x 6" S.M.B. Stitched Together Using
(1) #12 x 3/4" S.D.S. Q 18" O.C. (MAX.)
Top & Bottom (TYP.)
Post to Beam Connection - Center Notch
Pan Roof to Framing Member
Material List: 6005A-T61 Alloy
2" x 6" x 0.050" x 0.120" S.M.B.
3" x 3" x 0.092' Post
3" x 0.018' Rhino Pan Roof
3" Rhino Pan Roof Panel (TYP.)
Uuminum Framing Member (TYP.)
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Date:
10/27/17
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