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HomeMy WebLinkAboutEngineering t ' Company: The Home Depor Q home Services Job Description: Replace 36 WindDand Prepared By: Erick De Dios Client Name: Liddell,Jack and Kim Project Number: 8196612 and 8288077 Version 10.0 - .(c)2a12SiruetureslNernptional,LLG ti .,:. .••,. Conforms withA5CE7.16 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING r Design Data Building Data t Wind Velocity(mph) 160 Nrean Roof Height 30 r F Risk Category 2 Building Width(ft) 40 Exposure Category D Building Length(it) 60 Directionality Factor 0.85 Roof Slope (x:12) 6 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION .ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 e window 5 5 24 28 45.8 6 761.4 2 Window 5 5 24 28 45.8 -61.4 3 ✓• window 5 5 24 28 45.8 -61.4 4 ✓ -----window- 5 5 40 62 -- 44.2 -58.1 5 ✓ window 5 5 40 62 44.2 -58.1 6 7 window 5 5 24 36 45.8 -61.4 7 window5 5 35 36 45.8 -61.4 8 window 5 5 52 .37 45.0 -59.6 9 ✓ r window 5 5 52 50. 44.1 -57.9 10V vOndo , 5 5 24 35 45.8 -61.4 it 7 window 5 5 52 50 44.1 -57.9 12/ window 5 5 24 35 45.8 -61.4 13✓.' window 5 5 52 50 44.1 -57.9 14 Of window 5 5 52 50 44.1 -57,9 15 Door 5 5 72 80 41.7 -53.1 16 window 5 5 34 38 45.8 -61.4 17 AC window 5 5 106 50 42.0 -53.6 18 jV window 5 5 36 35 45.8 -61.4 19 window 5 5 80 58 42.4 -54.4 20 window 5 5 48 60 43.8 -57.2 21. window 5 5 48 60 43.8 -57.2 22./' window 5 5 40 60 44.3 -58.3 23V window 5 5 40 60 44.3 -58.3 24 tr window 5 5 40 60 44.3 -58.3 25'4 window 5 5 40 62 44.2 -58.1 t , Width of End Zone(a)in feet=4 s h s a r �t 4 R 5 5 ti AUG 0 2016 PEPi,/ilTfiNG St- Lucie County, FL USTRUCTURES INTERNATIONAL,LIC 5/25/2015 12:22 PM • - ' Company: The Home Depof@,.Home services Job Description: Replace 36 Windows and 1 Prepared Ely: Erick De Dios Client Name: Liddell Jack and Kim Project Number: 8196612 and.8288077 DESIGN PRESSURES FOR WALL COMPONENTS.&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height- 30 Risk"Category 2 Building Width(ft) 40 Exposure Category D Building Length(ft) 60 Directionality Factor 0.85 Roof Slope (x:12) 6 Internal Pressure Coefficient+1- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENINGOPENING DIMENSIONS. MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION :WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 26V Windows 5 5 40 62 44.2 -58.1 27-/ Windows 5. 5 40 62 44:2 -58.1 28-/ Windows 5 5 40 62 44.2 -58.1 29✓ Windows 5 5 24 61 45.8. -61.3 30 Windows 5 5 24 .61 45.8 -61.3 31 Windows 5 5 40 62 44.2 -58.1 32 Windows 5 5 40 62 44.2 -58,1 33 f Windows 5 5 40 62 44:2 -58.1 34 ✓ Windows 5 5 40 62 44.2 -58.1 35 Windows 5 5 40 62 44.2 -58.1 36• Windows 5 5 40 62 44.2 -58.1 38 Windows 5' 5 40 62 44.2 -58.1 Width of End Zone(a)in feet=4 5 h 4 a. Y i �Q 5 5 STRUCTURES INTERNATIONAL.LLC ,..:�'f5»S�S:C^a�:t1&^S!��^..t'"'�C�r'tC:3M.1• 5/25/201512:43.TM