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-r-ir-i IROOF PLAN
<br />TABLE 1609. 6(1)
<br />NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET
<br />LOCATED IN EXPOSURE B (PSF) 1, 2, 3, 4, 5
<br />ULTIMATE DESIGN WIND (%it)DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
<br />Width (ft) Height (Ft) 100 MPH 110 MPH 120
<br />MPH 130 MPH 140 MPH 150 MPH 160 MPH 170 MPH ISO
<br />MPH 190
<br />MPH 200 MPH
<br />Roof Angle 0 - 10 degrees
<br />8 8 +10. 0 -10, 0 -10. 5 -1 1. 9+ 12.
<br />5 -14. 2 +14. 7 -16. 6 +17. 1 -19. 3 +19. 6 -22. 2 +22. 3 -25. 2 +25. 1 -28. 5 +28. 2
<br />-31_ 9 +31. 4
<br />-35. 5 +34. 8
<br />-39. 4
<br />10 10 +10. 0 -10. 0 +10. 2 -11, 4 +12.
<br />1 -13. 6 +14. 2 -16. 0 +16. 5-18. 5 +18. 9 -21. 2 +21. 5 -24. 2 +24. 3 -27. 3 +27. 3
<br />-30. 6 +30. 4
<br />-34. 1 +33. 7
<br />-37. 8
<br />14 14 +10. 0 -10_ 0 +10. 0 -10, 8 +1 i.
<br />5 _12. 8 +13. 5 -15. 0 +15. 7 -17. 4 +18. 0 -20. 0 +20. 5 -22. 8 +23. 1 -25. 7 -1-25. 9
<br />-28. 8 i-28. 9
<br />-32. 1 +32. 0
<br />-35. 6
<br />Roof Angle 0 > 10 degrees
<br />9
<br />1 7
<br />I +10. 0 -10. 9
<br />+11. 4 -12. 9
<br />t 13.
<br />7 15. 5
<br />+16. 1 -18. 2
<br />+18. 5 -20. 9
<br />+21. 3 -24. 1
<br />+24. 3 -27. 5
<br />+27. 6� 31. 2
<br />+30. 6
<br />-34-. 6
<br />+34. 2
<br />-38. 6
<br />+38. 0 -43. 0
<br />16
<br />7
<br />I +10. 0 -10. 3
<br />+10. 9 -12. 2+
<br />13.
<br />1 14. 6
<br />-15. 5 -17. 2
<br />+17. 7 -19. 7
<br />+20. 4 -22. 7
<br />+23. 3 -26. 0
<br />+26. 4 f 29. 4
<br />+29. 3
<br />-32. 6
<br />+36. 4 -40, 5
<br />78 MPH
<br />85 MPH
<br />93
<br />MPH
<br />101 MPH
<br />108 MPH
<br />116 MPH
<br />124 MPH
<br />132 MPH
<br />139
<br />MPH
<br />147
<br />MPH
<br />155 MPH
<br />or Si: 1
<br />foot = 304.8 mm, 1 mile
<br />per hour = 1.609
<br />km/h, 1 psf = 47. 88 N/m2.
<br />Nominal Design
<br />Wind Speed
<br />('Vosd) converted from Ultimate Design Wind Speed per Section
<br />1609.3.1
<br />'. o dco
<br />sizes or wind speeds
<br />between thr)se
<br />given above the load may be interpolated, otherwise use the
<br />].odd associated with the lower door size.
<br />2 lo,.,:
<br />.c es shall be adjusted
<br />for height
<br />and exposure by multiplying by the adjustment coefficient in
<br />table 1609.6(2). minirnurn positive wind load
<br />si.all
<br />b� 10 psf and minimum r!,;gative
<br />wind
<br />load shall be 10 psf.
<br />Pr
<br />a minus signs signify pressures
<br />acting
<br />toward and away from the building surfaces.
<br />l Ki,.
<br />, -, oIc I I I-o ..cc I ,mom, 'l-,.-
<br />k"c- 7 T�-i
<br />,4 ..,,,fi t t- ,., k , , ; l,-l;,-v, --A S Tn-,I- --1 ,-, ;--I„A. + k o 0
<br />r, 1.,.,4 .-ill,,.-+F„"+.,-
<br />ATTIC VENTILATION - FLORIDA BUILDING CODE
<br />Total Area Under Roof
<br />1,024.00
<br />Square Feet (SF)
<br />Total Required Ventilation
<br />6.83
<br />SF
<br />Total Area / 150
<br />Area
<br />Total Required Ventilation
<br />3.41
<br />SF
<br />Reqd Area / 2
<br />Area at Soffits
<br />Total Required Ventilation
<br />3.41
<br />SF
<br />Reqd Area / 2
<br />Area at Roof
<br />Overhang Dimension
<br />1,33
<br />Feet
<br />Ventilation Examples -Owens Corning
<br />Ventilation
<br />Required
<br />At Soffit
<br />Units
<br />Units
<br />Ca acit
<br />Vent
<br />Triple 4" Center Vent
<br />1.56
<br />sq in / ft
<br />315.08
<br />Feet
<br />Triple 4" Full Vent
<br />4.68
<br />sq in / ft
<br />105.03
<br />Feet
<br />Double 5" Full Vent
<br />4.25
<br />sq in / ft
<br />115.65
<br />Feet
<br />Ventilation
<br />Required
<br />At Roof
<br />Units
<br />Units
<br />Capacity
<br />Vent
<br />Ventsure Metal Dame
<br />with Screen
<br />144
<br />sq in
<br />4
<br />Vents
<br />Ventsure High Profile
<br />Slant Back Roof Vent w/
<br />50
<br />sq in
<br />10
<br />Vents
<br />Exterior Louver
<br />Ventsure Plastic Slant
<br />Back Roof Vent w /
<br />61
<br />sq in
<br />9
<br />Vents
<br />Interior Louver
<br />Ventsure Rigid Strip
<br />Ridge Vent, Externally
<br />15
<br />sq in / ft
<br />33
<br />Feet
<br />Baffled
<br />Truss Systems Ene -Ineer lne by others
<br />TRUSS MANUr- ACTURER TO
<br />PROVIDE SIGNED AND
<br />SEALED TRUSS DRAWINGS
<br />INCLUDING BRACING
<br />DETAILS,
<br />WIND DESIGN INI'OfIZ-1ATION
<br />I. Wind Speeds of 13e 1"iPH Vult 4 100 MPH Vaeb
<br />2, Risk Category = II
<br />3. Exposure Category B
<br />4, Enclosed Building, (ecpi = +I- 0.18)
<br />5, Component 4 Cladding Pressures (PSF):
<br />R = 31.2,-40.0 W = 33.2,-43.4 OH= -55.6
<br />NOTE: WIND LOAD CALCULATION5 ARE EASED ON
<br />WORST CASE' . ALL CONNECTORS WILL BE UNIFORM
<br />FOR SIMILAR USES.
<br />THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND
<br />INTERNAL PRESSURES, ENCLOeED BUILDING.
<br />I! ill1l1- 1112[agwoll,16'21 Ztlel[ll��►
<br />I. This C:Garage is to the ith Edition (2020) FEBC (Florida Bullding Code) type construction
<br />requirements. Construction shall comply with local County and state agenclee.
<br />2. All openings around walls, partitions, pipes, ducts, conduits etc.-, shall be sealed fully
<br />and sound proofed with sealants of type for application.
<br />3. Painting- All surfaces shall be properly prepared and cured to manufacturer's
<br />Instruction prior to painting. Paint shall be ''first line'' produced by PORTER, SNERWIN
<br />WILLIAMS, or equal with colors selected by the owner. All painted surfaces shall be
<br />painted with materials appropriate for the application in a workmanship manner to the
<br />paint manufacturer's instruction.
<br />4. Caulk all exposed joints. Clean, prime, caulk and seal all joints between door and
<br />window frames with DOW CORNING silicon of type for application. Use foam back-up
<br />rods as required at wide joints. Use acoustical foam sealants by DAP or TREMCO at
<br />sound proofing applications at openings or cracks.
<br />5. Energy Code - These plans where designed with common design practices. However, this does not
<br />guarantee that this plan will pass the "Florida Energy Code". These plans shall be reviewed by a
<br />proper HVAC professional and shall pass the "Florida Energy Code" or recommendations From such
<br />Professional shall be provided to the Home Designer (Corner Stone Design Group, Inc.) so as to
<br />meet such requirements.
<br />2319. 17. 1. 2
<br />Where a ceiling is to be attached directly to the underside of trusses,
<br />the trusses shall be laterally braced with continuous 1-inch by 4-inch
<br />(25 mm by 102 mm) members nailed with 8d common nails to the upper side
<br />of the bottom chord at panel points but not to exceed 10 feet (3 m)
<br />apart. This lateral bracing shall be restrained at each end and at
<br />20-foot (6 m) intervals. Drywall may be considered a rigid ceiling in
<br />enclosed areas where it is protected from the elements. The drywall
<br />ceiling is not to be considered a ceiling diaphragm.
<br />TOP/BOTTOM CHORD GABLE
<br />END BRACING @ 48" C. C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES
<br />n
<br />t
<br />r
<br />C
<br />CONT. BOTTOM CHORD
<br />BRACING (1"x4" MIN. ) @
<br />10' -0" MAX.
<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY
<br />ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS
<br />1 . L
<br />2 4 " O.G.
<br />I
<br />(2) 166 NAILS
<br />2x4 DIAG. BRACE
<br />(FOLLOW TRUSS
<br />RS
<br />MANUFACTURERS
<br />RECOMMENDATION
<br />(2) 16d NAILS
<br />\ "L" 5RAGE C�451_E
<br />END TRUSS
<br />/2X4xa LATERAL
<br />t31RACINIG GONTINOU5
<br />9 40" O.C.
<br />(5) 16d NAILS
<br />GABLE D DIAGONAL BRACE DA"'
<br />signe 1 anal'clieJ I", I I I l ul�om III
<br />t
<br />h i
<br />ThomasDigitally
<br />signed by
<br />Tin,,.,nititill `;itg'!l.vr-!clI1,t,l„tr
<br />Thomas L
<br />III ill!Cd r„ric. „f thi' d(l,11mrn!
<br />Hanson:A01 41 0
<br />ill,, ""i ""'�i`I",d ti,gned �,nd
<br />Hdnson:A01410D00000
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<br />D00000177EF31
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<br />pli1i"d,,,,-11, ,1,.I!,,,,,; „
<br />Date: 2022.04.12
<br />b4E0000 15) DA 14:33:53-04'00'
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