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BOCA 1999 Snow Drift Loads: Lower Roofs SECTION 1608.0 SNOW LOADS Drift on Lower Roofs 1608.6 25 psf See ASCE 7-98 Section 7.7 ("Leeward Drifts") Exposure category (Section 1609.4) height between higher and lower roof 20 Exposure of Roof (Table 1608.3) 277 Building Category (Table 1608.3.3.1) 17.3 1.0 See ASCE 7-98 section 7.3 5.3 (Eq. 7-1) 5.3 Ce = 1.0 Table 1608.3.1 Ct = 1.0 Table 1608.3.2 I = 1.0 Table 1608.3.3 Drift Width, W 21.3 Pf = 17.5 psf 91.7 Engineer: John Smith Date: 8/2 Project: Location: Virginia Contact: Bill Jones Company: AAA Architects Lower roof Comments: None Ground Snow Load (Figure 1608.2), Pg length of the upper roof, lu Snow Density, g Flat Roof Snow load (Section 1608.3), Pf height of balanced snow load, hb calculated drift height, hd(calc) Pf = 0.7*Ce*Ct*I*Pg drift height, hd Maximum Drift Snow Load, Pd Building Drift Location: lu Pd+Pf Pf h hb hd W Wind

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Page 1: Snow Drift_dist.xls

BOCA 1999 Snow Drift Loads: Lower RoofsSECTION 1608.0 SNOW LOADS Drift on Lower Roofs 1608.6

25 psf See ASCE 7-98 Section 7.7 ("Leeward Drifts")

Exposure category (Section 1609.4) 2 height between higher and lower roof, h 20 ft

Exposure of Roof (Table 1608.3) 2 277 ft

Building Category (Table 1608.3.3.1) 2 17.3 pcf1.0 ft

See ASCE 7-98 section 7.3 5.3 ft(Eq. 7-1) 5.3 ft

Ce = 1.0 Table 1608.3.1Ct = 1.0 Table 1608.3.2I = 1.0 Table 1608.3.3 Drift Width, W 21.3 ftPf = 17.5 psf 91.7 psf

Engineer: John Smith Date: 4/22/2023Project: Department of Environmental Protection Consolidated Office BuildingLocation: VirginiaContact: Bill JonesCompany: AAA ArchitectsDrift Location: Lower roof

Comments: None

Ground Snow Load (Figure 1608.2), Pg

length of the upper roof, lu

Snow Density, gFlat Roof Snow load (Section 1608.3), Pf height of balanced snow load, hb

calculated drift height, hd(calc)

Pf = 0.7*Ce*Ct*I*Pg drift height, hd

Maximum Drift Snow Load, Pd

lu

Pd+Pf

Pfhhb

hd

W

Wind

Page 2: Snow Drift_dist.xls

BOCA 1999 Snow Drift Loads: Roof ProjectionsSECTION 1608.0 SNOW LOADS Drift on Roof Projections 1608.6.1

30 psf See ASCE 7-98 Section 7.8 ("Windward Drifts")

Exposure category (Section 1609.4) 2 height of roof projection, h 4 ft

Exposure of Roof (Table 1608.3) 2 228 ft

Building Category (Table 1608.3.3.1) 2 17.9 pcf1.2 ft

See ASCE 7-98 section 7.3 3.8 ft(Eq. 7-1) 2.8 ft

Ce = 1.0 Table 1608.3.1Ct = 1.0 Table 1608.3.2I = 1.0 Table 1608.3.3 Drift Width, W 20.8 ftPf = 21.0 psf 50.6 psf

Engineer: John Smith Date: 4/22/2023Project: Department of Environmental Protection Consolidated Office BuildingLocation: VirginiaContact: Bill JonesCompany: AAA ArchitectsDrift Location: Upper Roof: Short Direction

Comments: None

Ground Snow Load (Figure 1608.2), Pg

length of windward roof, lu

Snow Density, gFlat Roof Snow load (Section 1608.3), Pf height of balanced snow load, hb

calculated drift height, hd(calc)

Pf = 0.7*Ce*Ct*I*Pg drift height, hd

Maximum Drift Snow Load, Pd

lu

Pd+Pf

Pfhhb

hd

W

Wind

Page 3: Snow Drift_dist.xls

IBC 2000 Snow Drift Loads: Lower RoofsSECTION 1608 SNOW LOADS Drift on Lower Roofs 1608.7

44.6 psf See ASCE 7-98 Section 7.7 ("Leeward Drifts")

Terrain category (Section 1609.4) 2 height between higher and lower roof, h 8 ft

Exposure of Roof (Table 1608.3.1) 2 275 ft

Building Category (Table 1604.5) 4 19.8 pcf1.3 ft

See ASCE 7-98 section 7.3 6.1 ft(Eq. 7-1) 6.1 ft

Ce = 1.0 Table 1608.3.1Ct = 1.0 Table 1608.3.2

0.8 Table 1604.5 Drift Width, W 24.4 ftPf = 25.0 psf 120.8 psf

Engineer: John Smith Date: 4/22/2023Project: Department of Environmental Protection Consolidated Office BuildingLocation: VirginiaContact: Bill JonesCompany: AAA ArchitectsDrift Location: Lower roof:west side

Comments: None

Ground Snow Load (Figure 1608.2), Pg

length of the upper roof, lu

Snow Density, gFlat Roof Snow load (Section 1608.3), Pf height of balanced snow load, hb

calculated drift height, hd(calc)

Pf = 0.7*Ce*Ct*I*Pg drift height, hd

Is =

Maximum Drift Snow Load, Pd

lu

Pd+Pf

Pfhhb

hd

W

Wind

Page 4: Snow Drift_dist.xls

IBC 2000 Snow Drift Loads: Roof ProjectionsSECTION 1608 SNOW LOADS Drift on Roof Projections 1608.8

44.6 psf See ASCE 7-98 Section 7.8 ("Windward Drifts")

Terrain category (Section 1609.4) 2 height of roof projection, h 5 ft

Exposure of Roof (Table 1608.3.1) 2 300 ft

Building Category (Table 1604.5) 4 19.8 pcf1.3 ft

See ASCE 7-98 section 7.3 4.7 ft(Eq. 7-1) 3.7 ft

Ce = 1.0 Table 1608.3.1Ct = 1.0 Table 1608.3.2I = 0.8 Table 1604.5 Drift Width, W 24.1 ftPf = 25.0 psf 74.0 psf

Engineer: John Smith Date: 4/22/2023Project: Department of Environmental Protection Consolidated Office BuildingLocation: VirginiaContact: Bill JonesCompany: AAA ArchitectsDrift Location: Lower roof:west side

Comments: None

Ground Snow Load (Figure 1608.2), Pg

length of windward roof, lu

Snow Density, gFlat Roof Snow load (Section 1608.3), Pf height of balanced snow load, hb

calculated drift height, hd(calc)

Pf = 0.7*Ce*Ct*I*Pg drift height, hd

Maximum Drift Snow Load, Pd

lu

Pd+Pf

Pfhhb

hd

W

Wind

Page 5: Snow Drift_dist.xls

ASCE 7-98 Snow Drift Loads: Lower Roofs7.0 SNOW LOADS 7.7 Drifts on Lower Roofs

25 psf "Leeward Drifts"

Terrain category (Section 6.5.6) 2 height between higher and lower roof, h 8 ft

Exposure of Roof (Table 7-2) 2 275 ft

Building Category (Table 1-1) 4 17.3 pcf1.2 ft5.3 ft

(Eq. 7-1) 5.3 ft

Ce = 1.0 Table 7-2Ct = 1.0 Table 7-3

1.2 Table 7-4 Drift Width, W 21.2 ftPf = 21.0 psf 91.4 psf

Engineer: John Smith Date: 4/22/2023Project: Department of Environmental Protection Consolidated Office BuildingLocation: VirginiaContact: Bill JonesCompany: AAA ArchitectsDrift Location: Lower roof:west side

Comments: None

Ground Snow Load (Figure 7-1), Pg

length of the upper roof, lu

Snow Density, gFlat Roof Snow load (Section 7.3), Pf height of balanced snow load, hb

calculated drift height, hd(calc)

Pf = 0.7*Ce*Ct*I*Pg drift height, hd

Is =

Maximum Drift Snow Load, Pd

lu

Pd+Pf

Pfhhb

hd

W

Wind

Page 6: Snow Drift_dist.xls

ASCE 7-98 Snow Drift Loads: Roof Projections7.0 SNOW LOADS 7.8 Roof Projections

25 psf "Windward Drifts"

Terrain category (Section 6.5.6) 2 height of roof projection, h 6 ft

Exposure of Roof (Table 7-2) 2 277 ft

Building Category (Table 1-1) 1 17.3 pcf0.8 ft4.0 ft

(Eq. 7-1) 4.0 ft

Ce = 1.0 Table 7-2Ct = 1.0 Table 7-3I = 0.8 Table 7-4 Drift Width, W 16.0 ftPf = 14.0 psf 68.8 psf

Engineer: John Smith Date: 4/22/2023Project: Department of Environmental Protection Consolidated Office BuildingLocation: VirginiaContact: Bill JonesCompany: AAA ArchitectsDrift Location: Lower roof:west side

Comments: None

Ground Snow Load (Figure 7-1), Pg

length of windward roof, lu

Snow Density, gFlat Roof Snow load (Section 7.3), Pf height of balanced snow load, hb

calculated drift height, hd(calc)

Pf = 0.7*Ce*Ct*I*Pg drift height, hd

Maximum Drift Snow Load, Pd

lu

Pd+Pf

Pfhhb

hd

W

Wind

Page 7: Snow Drift_dist.xls

BOCAExposure category Table 1608.3.1

1 A2 B Fully Partially Sheltered3 C Exposure Category 1 2 34 D A 1 NA 1.1 1.35 Special B 2 0.9 1 1.2

C 3 0.9 1 1.1Exposure of Roof D 4 0.8 0.9 1

1 Fully Exposed Special 5 0.7 0.8 NA2 Partially Exposed3 Sheltered

Table 1608.3.3Building Category 2

1 I I 1 0.82 II II 2 13 III III 3 1.14 IV IV 4 1.2

IBCTerrain category Table 1608.3.1

1 A2 B Fully Partially Sheltered3 C Exposure Category 1 2 34 D A 1 NA 1.1 1.35 Special B 2 0.9 1 1.2

C 3 0.9 1 1.1Exposure of Roof D 4 0.8 0.9 1

1 Fully Exposed Special 5 0.7 0.8 NA2 Partially Exposed3 Sheltered

Table 1608.3.3Building Category

1 I I 1 12 II II 2 1.13 III III 3 1.24 IV IV 4 0.8

ASCE 7Terrain category Table 1608.3.1

1 A2 B Fully Partially Sheltered3 C Exposure Category 1 2 34 D A 1 NA 1.1 1.35 Special B 2 0.9 1 1.2

C 3 0.9 1 1.1Exposure of Roof D 4 0.8 0.9 1

1 Fully Exposed Special 5 0.7 0.8 NA2 Partially Exposed3 Sheltered

Page 8: Snow Drift_dist.xls

Table 1608.3.3Building Category

1 I I 1 0.82 II II 2 13 III III 3 1.14 IV IV 4 1.2