Cardinal Architectural (Louvered Roof)
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1.
Schedule 4A (Vult=116 Mph): Non-Reinforced Aluminum Beam Spans
2.
Schedule 35A (Vult=142 Mph): Non-Reinforced Aluminum Beam Spans
3.
Schedule 35A (Vult=142 Mph): Non-Reinforced Aluminum Beam Spans
4.
Schedule 36 (Vult=142 Mph): Double Reinforced Aluminum Beam Spans
5.
Schedule 4A: Non-Reinforced Beam Spans (1/2)
6.
Schedule 4B: Reinforced Aluminum Beam Spans (1/2)
7.
Schedule 3A: Non-Reinforced Purlin Spans
8.
Schedule 5A: Double Reinforced Aluminum Beam Spans (1/2)
9.
Schedule 6: Double Non-Reinfocred Aluminum Beam Spans (1/2)
10.
Purlin to Beam to Post Connection (Aluminum) - Vertical Section
11.
Alternative Purlin to Beam to Post Connection (Aluminum) - Veritcal Section
12.
Purlin to Double Beam to Post Connection (Aluminum) - Vertical Section
13.
Purlin to Double Beam to Post Connection (Aluminum) - Double Beam Bracket - Isometric
14.
Purlin to Beam to Post Connection (Aluminum) - Vertical Section
15.
Alternative Purlin to Beam to Post Connection (Aluminum) - Vertical Section
16.
Purlin to Beam to Post Connection (Aluminum) - Post to Footer/Slab - Elevation
17.
4" Louver
18.
8" Louver
19.
Purlin
20.
Beam (Aluminum)
21.
Post (Aluminum)
22.
Beam Insert
23.
Purlin Reinforcing
24.
Post Top/Base Plate w/Insert
25.
Purlin/Beam Bracket
26.
Riser Bracket
27.
Typical Footer
28.
Post Base Aluminum Beam Detail - Plan View
29.
Post Embed Detail - Elevation
30.
Purlin/Beam End to Host - Vertical Section
31.
Purlin/Beam End to Host - Top View
32.
Beam End to Host (Riser Bracket) - Vertical Section
33.
Alternative Beam/Purlin End to Host - Vertical Section
34.
Riser Bracket (to Aluminum Beam)
35.
Post to Base Aluminum Beam Connection - Elevation
36.
Post to Beam Conncetion Type #1 - Elevation
37.
Post to Beam Conncetion Type #1 - Section
38.
Post Beam Connection Types #2 and #3 - Elevation
39.
Post Beam Connection Types #2 and #3 - Section
40.
Adjustable Aluminum/Wood Louvered Canopy - Typical Canopy Plan - Aluminum
41.
Typical Canopy - Front Elevation
42.
Typical Canopy - Side Elevation
43.
Extrusion Profiles - Cardinal Arch
44.
Schedule 1 to 3 (Vult=116 MPH): Design Pressures, Louver Spans, & Purlin Spans
45.
Schedule 4B (Vult=116 Mph): Reinforced Aluminum Beam Spans
46.
Schedule 5 (Vult=116 MPH): Double Reinforced Aluminum Beam Spans
47.
Schedule 6 (Vult=116 MPH): Double Non-Reinforced Aluminum Beam Spans
48.
Schedule 8 to 11: Max Aluminum Post Height, 116 MPH-EXP, 10 & 20 PSF Live Load
49.
Schedule 12 to 15: Max Aluminum Post Height, 116 MPH-EXP, 30 & 40 PSF Live Load
50.
Schedule 24 to 27: Footer Width, 116 MPH-EXP, 10 & 20 PSF Live Load
51.
Schedule 28 to 31: Footer Width, 116 MPH-EXP, 30 & 40 PSF Live Load
52.
Schedule 32 to 34 (Vult=142 MPH): Design Pressures, Louver Spans, & Purlin Spans
53.
Schedule 35B (Vult=142 Mph): Reinforced Aluminum Beam Spans
54.
Schedule 36 (Vult=142 MPH): Double Reinforced Aluminum Beam Spans
55.
Schedule 37 (Vult=142 MPH): Non-Reinforced Double Aluminum Beam Spans
56.
Schedule 39 to 42: Max Aluminum Post Height, 142 MPH-EXP, 10 & 20 PSF Live Load
57.
Schedule 43 to 46: Max Aluminum Post Height, 142 MPH-EXP, 30 & 40 PSF Live Load
58.
Schedule 55 to 58: Footer Width, 142 MPH-EXP, 10 & 20 PSF Live Load
59.
Schedule 59 to 62: Footer Width, 142 MPH-EXP, 30 & 40 PSF Live Load
60.
Schedule 63: Footer Reinforcement
61.
Schedule 1 to 3 (Vult=116 MPH): Design Pressures, Louver Spans, & Purlin Spans
62.
Schedule 4a & 4b (Vult=116 MPH): Non-Reinforced & Reinforced Aluminum Beam Spans
63.
Schedule 5 & 6 (Vult=116 MPH): Double Reinforced & Non-Reinforced Aluminum Beam Spans
64.
Schedule 8 to 11: Max Aluminum Post Height, 116 MPH-EXP, 10 & 20 PSF Live Load
65.
Schedule 12 to 15: Max Aluminum Post Height, 116 MPH-EXP, 30 & 40 PSF Live Load
66.
Schedule 24 to 27: Footer Width, 116 MPH-EXP, 10 & 20 PSF Live Load
67.
Schedule 28 to 31: Footer Width, 116 MPH-EXP, 30 & 40 PSF Live Load
68.
Schedule 32 to 34 (Vult=142 MPH): Design Pressures, Louver Spans, & Purlin Spans
69.
Schedule 35B (Vult=142 Mph): Reinforced Aluminum Beam Spans
70.
Schedule 37 (Vult=142 Mph): Non-Reinforced Double Aluminum Beam Spans
71.
Schedule 39 to 42: Max Aluminum Post Height, 142, MPH-EXP, 10 & 20 PSF Live Load
72.
Schedule 43 to 46: Max Aluminum Post Height, 142, MPH-EXP, 30 & 40 PSF Live Load
73.
Schedule 55 to 58: Footer Width, 142 MPH-EXP, 10 & 20 PSF Live Load
74.
Schedule 59 to 62: Footer Width, 142 MPH-EXP, 30 & 40 PSF Live Load
75.
Schedule 63: Footer Reinforcement
76.
Florida - Purlin to Beam to Post Connection (Aluminum) - Vertical Section
77.
Florida - Alternative Purlin to Beam to Post Connection (Aluminum) - Veritcal Section
78.
Florida - Purlin to Double Beam to Post Connection (Aluminum) - Vertical Section
79.
Florida - Purlin to Double Beam to Post Connection (Aluminum) - Double Beam Bracket - Isometric
80.
Florida - Purlin to Beam to Post Connection (Aluminum) - Vertical Section
81.
Florida - Alternative Purlin to Beam to Post Connection (Aluminum) - Vertical Section
82.
Florida - Purlin to Beam to Post Connection (Aluminum) - Post to Footer/Slab - Elevation
83.
Florida - Louver
84.
Florida - Purlin
85.
Florida - Beam (Aluminum)
86.
Florida - Post (Aluminum)
87.
Florida - Beam Insert
88.
Florida - Purlin Reinforcing
89.
Florida - Post Top/Base Plate w/Insert
90.
Florida - Purlin/Beam Bracket
91.
Florida - Riser Bracket
92.
Florida - Typical Footer
93.
Florida - Post Base Aluminum Beam Detail - Plan View
94.
Florida - Post Embed Detail - Elevation
95.
Florida - Purlin/Beam End to Host - Vertical Section
96.
Florida - Purlin/Beam End to Host - Top View
97.
Florida - Beam End to Host (Riser Bracket) - Vertical Section
98.
Florida - Alternative Beam/Purlin End to Host - Vertical Section
99.
Florida - Riser Bracket (to Aluminum Beam)
100.
Florida - Post to Base Aluminum Beam Connection - Elevation
101.
Florida - Post to Beam Conncetion Type #1 - Elevation
102.
Florida - Post to Beam Conncetion Type #1 - Section
103.
Florida - Post Beam Connection Types #2 and #3 - Elevation
104.
Florida - Post Beam Connection Types #2 and #3 - Section
105.
Florida - Typical Canopy - Front Elevation
106.
Florida - Typical Canopy - Side Elevation
107.
Florida - Adjustable Aluminum/Wood Louvered Canopy - Typical Canopy Plan - Aluminum
108.
Schedule 1: Design Pressures
109.
Schedule 2: Louver Spans SPANS
110.
Schedule3B: Reinforced Purlin Spans
111.
Schedule 4A: Non-Reinforced Beam Spans (2/2)
112.
Schedule 4B: Reinforced Aluminum Beam Spans (2/2)
113.
Schedule 5A: Double Reinforced Aluminum Beam Spans (2/2)
114.
Schedule 6: Double Non-Reinfocred Aluminum Beam Spans (2/2)
115.
Schedule 16: Max Aluminum Post Height, 130B
116.
Schedule 17: Max Aluminum Post Height, 130 C & 145 B
117.
Schedule 18: Max Aluminum Post Height, 145 C & 155 B
118.
Schedule 19: Max Aluminum Post Height, 155 C & 165 B
119.
Schedule 20: Max Aluminum Post Height,165 C & 170 B
120.
Schedule 21: Max Aluminum Post Height,170 C
121.
Schedule 22: Max Aluminum Post Height, 175 C
122.
Schedule 23: Max Aluminum Post Height, 180 C
123.
Schedule 32: Footer Width (Aluminum Post), 130 B
124.
Schedule 33: Footer Width (Aluminum Post), 130 C & 145 B
125.
Schedule 34: Footer Width (Aluminum Post), 145 C & 155 B
126.
Schedule 35: Footer Width (Aluminum Post), 155 C & 165 B
127.
Schedule 36: Footer Width (Aluminum Post), 165 C & 170 B
128.
Schedule 37: Footer Width (Aluminum Post), 170 C
129.
Schedule 38: Footer Width (Aluminum Post), 175 C
130.
Schedule 39: Footer Width (Aluminum Post), 180 C
131.
Schedule 40: Footer Reinforcement
132.
Post Base Beam Connection Schedules
