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a domstructures Zzo3 9°
construction • engineering • design
REVIEWED FOR
CODE COMPLIANCE
ST• LUCIE CO NTV BOCC
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Proi ,ct Name. ALUMINUM TUBE FRAMING SUPPORTS
Project Address: 13239 NW HARBOUR RIDGE BLVD.
PALM CITY, FL
Scope of Calculations:
CALCULATIONS FOR NEW TUBE SUPPORTS
Calculations Provided:
Wind load calculations
• Load combinations per ASCE 7-16
Forces, reactions, and design checks for framing
Related Documents:
Anchor Data, Product Approvals as Referenced
Codes and Standards:
2020 Florida Building Code, 7th Ed.
ASCE 7-16
Project Drawing Notes:
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191ST ST #29889, MIAMI, FL, 33179
Date: 3/21/2022
Project #: J22175
Please refer to attached details and general notes by
this engineer for any additional i fP �. not
mentioned herein. %N OY //
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Page 1 of 8
axiomstructures
construction • engineering • design
General Notes:
1. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF
THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND ARE NOT REQUIRED TO BE
CERTIFIED UNDER THIS STRUCTURAL DRAWING. EQUIPMENT WEIGHT IS ACCOUNTED FOR ONLY IF
SPECIFICALLY SHOWN HEREIN. ENGINEER OR ARCHITECT OF RECORD SHALL APPROVE THE USE OF ALL
PROPOSED UNIT WEIGHTS AS APPLICABLE TO THIS PROJECT. USE MANUFACTURER'S CERTIFIED
DRAWINGS AND SPECIFICATIONS FOR ACCESSORY ANCHORAGE AND DETAILS.
2. THESE PLANS CERTIFY THE STRUCTURAL ADEQUACY OF THE PROPOSED SYSTEM IN ACCORDANCE
WITH THE STRUCTURAL REQUIREMENTS OF THE BUILDING CODE ONLY. NO CERTIFICATION OR REVIEW
IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE
TO BE ADDRESSED BY THE ENGINEER/ARCHITECT OF RECORD AND THE LOCAL BUILDING OFFICIAL.
THESE PLANS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER/ARCHITECT OF RECORD PRIOR
TO CONSTRUCTION.
3. THIS ENGINEER HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. USE OF THIS DOCUMENT BY THE END USER
CONSTITUTES ACCEPTANCE THAT THE SIGNING ENGINEER, AND THIS OFFICE, SHALL NOT BE HELD
RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS OFFICE SHALL BE NOTIFIED AND
GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF.ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND
INSTALLATION OF MATERIALS.
4. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SYSTEM AS
VERIFIED BY THE ENGINEER & OR ARCHITECT OF. RECORD, et.al. THE ROLE OF THIS'ENGINEER FOR THIS
PROJECT IS SPECIFICALLY LIMITED TO THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF
RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE
PERMITTING CONTRACTOR. THE HOST STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED BY
OTHERS MUST PROVIDE SUFFICIENT; SOUND ANCHORAGE FOR THIS SPECIFIED SYSTEM.
5. ALL MECHANICAL, ELECTRICAL, OR LIGHTING (IF APPLICABLE) SPECIFICATIONS SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS OR BUILDING OFFICIAL REQUEST AND ARE THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY OTHERS.
6. THESE CALCULATIONS ARE INTENDED TO PROVIDE SITE -SPECIFIC STRUCTURAL SPECIFICATIONS
FOR THE REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF PRODUCTS AS
PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS
OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED
ALONG WITH THESE CALCULATIONS UNLESS PRODUCT AND EVALUATION/LIMITATION INFORMATION IS
SPECIFICALLY REFERENCED AND ADDRESSED HEREIN, AND WITHIN THE ATTACHED DRAWINGS SEALED
BY THIS ENGINEER.
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191ST ST #29889, MIAMI, FL, 33179
Page 2 of 8
BUILDING INFORMATION
Ultimate Wind Speed
Nominal
Wind Velocity (mph)
170
Exposure
C
Internal Pressure
Enclosed
Height above ground (z) -(ft.)
20.0
Standard Wall Height-(ft.)
8.0
Mean Roof Height (h) - (k.)
20.0
Roof Slope (x:12)
4.0
Roof Angle (degrees)
18.43
Roof Type
Hip
Least Horizontal Dimension - LHD (R.)
40.0
Largest Horizontal Dimension (k.)
90.0
(a) Edge Strip (k.)
4.00
End Zone (k.)
12.00
Im
aAomstrudures
construction - engheering - design
Wall Openings
(windows, doors, shutters, etc.)
ASCE 7-16
WIND LOAD DESIGN INFORMATION -VERTICAL SURFACES
JOB INFORMATION
Job Name
ALTENKIRCH, BETX
Address
13139 NW HARBDDR RIDGE 13D. PALM OTY, FL '
Company
WRIGHT%WINDOW
TOPOGRAPHIC FACTOR
Hill Shape
Flat- No Hill
H, (k.)
0.0
Lh, (k.)
0.0
x, (k.)
0.0
0.0
vr.. voh�c�vn wrviiv.s. � ricw
MEASUREMENTS. ANY INACCURACIES HEREIN SHALL BE BROUGHT TO THE
ATTENTION OFTHE ENGINEER PRIORTO INSTALLATION.
Nominal -ASD- Wind Load Pressures
PRESSURE
PRESSURE
EFFECTIVE
d
z
APPLYING WIND LOAD FOR:
ZONE
WIDTH
HEIGHT
WIND AREA
MAXIMUM POSITIVE
MAXIMUM NEGATIVE
Product Approval
Max Pressure Per
Manufacturer
Model
(sQ'ft')
PRESSURE (psf)
PRESSURE (psf)
Number
Approval
(in.)
(in.)
2
4
35.3
59.3
14.5
39.2
-42.6
FL# 23358.2
+55/-65
CGI
SH-4000A
Q Z
3
4
1 35.3
1 59.3
1 14.5
1 39.2
-42.6
FL# 23358.2
+55/-65
CGI
I SH-4000A
� a
O
THIS CALCULATION IS INTENDED TO PROVIDE SPECIFIC DESIGN PRESSURES FORTHE PURPOSE OF THE INSTALLATION OF BUILDING PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED ASTO THE VALIDITY OR APPLICABILITY OF ANY
PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS PRODUCT AND APPROVAL CRITERIA IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
Page 3 Of 8
382 NE 191ST ST 1129889, MIAMI, FL, 33179
cDdomstructures
construction • engineering • design
Member: 3x6 Vertical Aluminum Mullion for Opening 2-3
Alloy:
6063
Temper:
T6
Critically Welded:
N
Flange Width (b):
3.000"
Flange Thickness (tb):
0.250"
Web Height (h):.
6.000"
Web Thickness (tb):
0.250"
Moment of inertia about axis parallel to flange (Ix):
19.34 ie4
Moment of inertia about axis parallel to web (Iy):
6.34 ie4
Section modulus about the x-axis (Sx):
6.45 in^3
Unsupported member length (L): 5.0 ft
Unbraced length for bending (Lb): 1.0 ft
Effective length factor (k): 1.0
Tensile ultimate strength (Ftu):
30 ksi
Tensile yield strength (Fty):
25 ksi
Compressive yield strength (Fcy):
25 ksi
Shear ultimate strength (Fsu):
18 ksi
Shear yield strength (Fsy):
15 ksi
Compressive modulus of elasticity (E):
10100 ksi
Yielding
25.00 ksi / 1.65 =15.15 ksi
Rupture
30.00 ksi / 1.95 =15.38 ksi
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191 ST ST #29889, MIAMI, FL, 33179
Page 4 of 8
axiomstructures
construction • engineering • design
Member: 3x6 Vertical Aluminum Mullion for Opening 2-3
Axial Compression
E.2 Compression Member Buckling
22.99 ksi / 1.65 =13.93 ksi
EA Buckling Interaction
Flange Member Buckling
22.99 ksi / 1.65 =13.93 ksi
Web Member Buckling
22.99 ksi / 1.65 =13.93 ksi
Flexural Members
F.2 Yielding and Rupture
Yielding
25.00 ksi / 1.65 =15.15 ksi
Rupture
30.00 ksi / 1.95 -15.38 ksi
Lateral Torsional Buckling
29.87 ksi / 1.65 -18.10 ksi
Uniform Compression Elements
B.5.4.2 Flat Elements Supported on Both Edges - Web & Flange.
Flange
25.00 ksi / 1.65 =15.15 ksi
Web
25.00 ksi / 1.65 =15.15 ksi
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191 ST ST #29889, MIAMI, FL, 33179 Page 5 of 8
a domstructures
construction • engineering • design
.Member:. 3x6 Vertical Aluminum Mullion for Opening 2-3
Flexural Compression Elements
B.5.5.1 Flat Elements Supported on Both Edges - Web
37.50 ksi / 1.65 =22.73 ksi
Shear
G.2 Shear Supported on Both Edges - Web
15.00 ksi / 1.65 =9.09 ksi
Elastic buckling stress (Fe): 64.61 ksi
Weighted average allowable compressive stress (Fao): 15.15 ksi
Allowable bending stress (Fb): 15.15 ksi
Allowable axial stress, compression (Fac): 13.93 ksi
Allowable shear stress; webs (Fv): 9.09 ksi
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191ST ST #29889, MIAMI, FL, 33179 Page 6 of 8
axiomstructures
construction • engineering • design
Member: M Vertical Aluminum Mullion for Opening 2-3
Member Loading
Support Type
Simple.
Beam Length (L):
5.0 ft
Tributary Width (W): :
2.94 ft
Load on Tributary (RL):
42.60 psf
Additional Beam Load (DL):'
0.00 lb/ft
Total Loading on Beam (w):
125.14 lb/ft
Shear Loading at End of Beam (Vy):
3131bs
Calculated Moment (Mmax): 0.4 kip-ft
Bending Moments
Bending moment developed in member (Mz): 0.4 kip-ft
Bending stress developed in member (fb): 0.73 ksi
Allowable bending stress of member (Fb): 15.15 ksi
Axial
Axial load developed in member (Fx):
0 lbs
Axial stress developed in member (Fa):
0.00 ksi
Allowable compressive axial stress of member (Fac):
13.93 ksi
Shear
Shear load developed in member (Vz):
313 lbs <—Clip Reaction at Each End
Shear stress developed in member ft):
0.11 ksi
Allowable shear stress of member webs (Fv):
9.09 ksi
Interaction Equations
,1 [(fb/Fb)^2 + (fv/Fv)^21 =
0.05 < 1.0
fa/Fa + fb/Fb =
0.00 < 1.0
fa/Fa + (fb/Fb)^2 + (fv/Fv)^2 =
0.00 < 1.0
Support Type:
Simple
Deflection Limit:
w =
125.14 lb/ft
Allow -
0.33 in
OMax -
0.01 in
OK, Allowable Deflection Sufficient
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191ST ST #29889, MIAMI, FL, 33179
Page 7 of 8
axiomstructures
construction • engineering • design
Work Prepared For: Wrights Windows
Project: ALUMINUM TUBE FRAMING SUPPORTS
Detail/Member: 3x6 Vertical Aluminum Mullion for Opening 2-3
N = 6 Quantity of anchors
V = 52 Ibs Required shear per anchor
T = Required tension per anchor
Check Anchor Capacity to Concrete
Anchor: ITW 1/4" Tapcon to 3000 psi normal concrete
Diameter: 0.25"
1.75' Embedment for Full Capacity
2200 lb Ultimate Tensile Capacity of Anchor
1670 lb Ultimate Shear Capacity of Anchor
4 Safety Factor
4.0" Edge Distance for Full Capacity (Tension)
1.25" Minimum Edge Distance Allowed (Tension)
82.0% Reduction Factor at Minimum Allowable Edge Distance (Tension)
4.0" Edge Distance for Full Capacity (Shear)
1.5' Minimum Edge Distance Allowed (Shear)
59.0% Reduction Factor at Minimum Allowable Edge Distance (Shear)
4.0" Spacing for Full Capacity (Tension)
2.0"
Minimum Spacing Allowed (Tension)
66.0%
Reduction Factor at Minimum Allowable Spacing (Tension)
4.0" Spacing for
Full Capacity (Shear)
2.0"
Minimum Spacing Allowed (Shear)
82.0%
Reduction Factor at Minimum Allowable Spacing (Shear)
2.5" Desired Edge Distance ------ W-
2.5" Desired Min Spacing
90.18%
Edge Distance Reduction Factor for Tension
75.4%
Edge Distance Reduction Factor for Shear
74.5%
Spacing Reduction Factor for Tension
86.5%
Spacing Reduction Factor for Shear
Allowable Tension (Tn): 365.52 [Ibf per Anchor]
Allowable Shear MY 272.30 [Ibf per Anchor]
CTnln+(Vnln _0.19
where n = 1.00 /I
AXIOM STRUCTURES INC.
(954) 947-0880 1 C OF A 31329
382 NE 191 ST ST #29889, MIAMI, FL, 33179
OK, less than 1, anchors are sufficient to support structure
Page 8 of 8