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Simpson HETAiro (or aqua 1)
<br />Installed per Manuf. specs_
<br />Net Uplift is less than 1510 lbs.
<br />-4"
<br />32'-O"
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<br />WIND DESIGN INFORMATION
<br />ROOF fm
<br />I. Wind Speeds of 139 MPH Vult k 105 MPH Vasd
<br />2. Risk Category = II
<br />3. Exposure Category B
<br />4. Enclosed Building, (GCpf = +/- 0.10)
<br />5. Component f Cladding Pressures (PSF):
<br />R = 31.2,-40.0 W = 33.2,-43.4 OH= -55.6
<br />NOTE: WIND LOAD CALCULATIONS ARE BASED ON
<br />WORST CASE' . ALL CONNECTORS WILL BE UNIFORM
<br />FOR SIMILAR USES.
<br />THIS 5TRUCTURE HAS BEEN DESIGNED TO WITHSTAND
<br />INTERNAL PRESSURES, ENCL05ED BUILDING.
<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 8 (PSF) 1, 2, 3, 4, 5
<br />Ell
<br />-41'
<br />Simpson HETA16 for equal)
<br />Installed per ManuF. specs.
<br />Net Uplift is less than laI0 lbs.
<br />Truss Systems Engineering by others
<br />ULTIMATE DESIGN
<br />WIND (VU10 DETERMINED IN ACCORDANCE WITH SECTION
<br />1609.3
<br />(MPH
<br />- 3 SECOND
<br />GUST)
<br />Width (ft)
<br />Height (ft)
<br />100
<br />MPH
<br />110
<br />MPH
<br />120
<br />MPH
<br />130
<br />MPH
<br />140 MPH
<br />150
<br />MPH
<br />160
<br />MPH
<br />170
<br />MPH
<br />180
<br />MPH
<br />190
<br />MPH
<br />200
<br />MPH
<br />Roof
<br />Angle
<br />0 - 10 degrees
<br />8
<br />8
<br />+10. 0
<br />-10. 0
<br />-10. 5
<br />-11.
<br />9
<br />+12. 5
<br />-14. 2
<br />+14. 7
<br />-16. 6
<br />+17. 1
<br />-19. 3
<br />+19. 6
<br />-22. 2
<br />+22. 3
<br />-25. 2
<br />+25. 1
<br />-28. 5
<br />+28. 2
<br />-31. 9
<br />+31. 4
<br />-35. 5
<br />+34. 8
<br />-39. 4
<br />10
<br />10
<br />+10. 0
<br />-10. 0
<br />+10. 2
<br />-11.
<br />4
<br />+12. 1
<br />-13. 6
<br />+14. 2
<br />-16. 0
<br />+16. 5
<br />-18. 5
<br />+18. 9
<br />-21. 2
<br />+21. 5
<br />-24. 2
<br />+24. 3
<br />-27. 3
<br />+27. 3
<br />-30. 6
<br />+30. 4
<br />-34. 1
<br />+33. 7
<br />-37. 8
<br />14
<br />14
<br />+10. 0
<br />-10. 0
<br />+10. 0
<br />-10.
<br />8
<br />+11. 5
<br />-12. 8
<br />+13. 5
<br />-15. 0
<br />+15. 7
<br />-17. 4
<br />+18. 0
<br />-20. 0
<br />+20. 5
<br />-22. 8
<br />+23. 1
<br />-25. 7
<br />+25. 9
<br />-28. 8
<br />+28. 9
<br />-32. 1
<br />+32. 0
<br />-35. 6
<br />Roof
<br />Angle
<br />0 > 10 degrees
<br />9
<br />7
<br />+10. 0
<br />-10. 9
<br />+11. 4
<br />-12.
<br />9
<br />+13. 7
<br />-15. 5
<br />+16. 1
<br />-18. 2
<br />+18. 5
<br />-20. 9
<br />+21. 3
<br />-24. 1
<br />+24. 3
<br />-27. 5
<br />+27. 6
<br />-31. 2
<br />+30. 6
<br />-34. 6
<br />+34. 2
<br />-38. 6
<br />+38. 0
<br />-43. 0
<br />16
<br />7
<br />+10. 0
<br />-10. 3
<br />+10. 9
<br />-12.
<br />2
<br />+13. 1
<br />-14. 6
<br />-15. 5
<br />-17. 2
<br />+17. 7
<br />-19, 7
<br />+20. 4
<br />-22. 7
<br />+23. 3
<br />-26. 0
<br />+26. 4
<br />-29. 4
<br />+29. 3
<br />-32. 6
<br />+32. 7
<br />-36. 5
<br />+36. 4
<br />-40. 6
<br />78
<br />MPH
<br />85
<br />MPH
<br />93
<br />MPH
<br />101
<br />MPH
<br />108 MPH
<br />116
<br />MPH
<br />124
<br />MPH
<br />132
<br />MPH
<br />139
<br />MPH
<br />147
<br />MPH
<br />155
<br />MPH
<br />For SI: 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h, 1 psf = 47.88 N/m2.
<br />Nominal Design Wind Speed (Vosd) converted from Ultimate Desi,,,r, Wind Speed per Section 1609.3.1
<br />1. For door sizes or wind speeds between those given above the load may be interl,,,lated, otherwise use the load associated with the lower door size.
<br />2. Table values shall be adjusted for height and exposure by multiplying by the .-djustment coefficient in table 1609.6(2). minimum positive wind load
<br />shall be 10 psf and minimum negative wind load shall be 10 psf.
<br />3. Plus and minus signs signify pressures acting toward and away from the building surfaces. r
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<br />TRUSS MANUFACTURER TO
<br />PROVIDE SIGNED AND
<br />SEALED TRUSS DRAWINGS
<br />INCLUDING BRACING
<br />DETAILS.
<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 />Area at Roof
<br />3.41
<br />SF
<br />Reqd Area / 2
<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 />Capacity
<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 />CapacitV
<br />Vent
<br />Ventsure Metal Dome
<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 />Baf f led
<br />BUILDING CONSTRUCTION NOTES
<br />1. This Garage is to the lth Edition (2020) FEBC (Florida Building Code) type construction
<br />requirements. Construction shall comply with local County and state agencies.
<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, SHERWIN
<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 />■
<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 />7.. A nMnCC OO A n T Ain I n T nnr
<br />TOP/BOTTOM CHORD GABLE
<br />END BRACING @ 48" 0. C. MAX
<br />FOR THE FIRSi 4 ROWS OF
<br />TRUSSES
<br />Li
<br />J
<br />0
<br />t
<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 />REQ. MINIMUM TRUSS BRACING
<br />24" O.C.
<br />(2) 16d NAILS
<br />2x4 DIA6. BRACE
<br />(FOLLOW TRU55
<br />MANUFACTURERS
<br />RECOMMENDATION
<br />(2) 16d NAILS
<br />\ "L" BRACE CsABLE
<br />END TRUSS
<br />/2X4x& LATERAL
<br />BRACING CONTINOU5
<br />9 45" O.C.
<br />/ (5) 16d NAILS
<br />GABLE END DIAGONAL BRACE DETAIL
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<br />ThomasL usmgalhtpLdSignalurcand dale.
<br />Han son:A01410 ,nl(eit,otsidcred sig cdanent
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<br />D00000177 EF31 177EF31 134F000015ADA scaled and the agnature must be
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<br />Date: 2021.12.15
<br />B4E000015ADA
<br />08:48:47-05'00'
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