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<br />54'-0" 1'-011
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<br />I I I Simpson H10A (or equal)
<br />I Installed per Manuf. specs.
<br />I I I I I Uplift is less than 1340 Lbs.
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<br />1' 15'-0" II I I I I I I I I I I I I I I I I I I II Simpson H10A (or equal)
<br />I I I I I I I I I I I I I I I I I I I I I I Installedi 1fper �Manuf. � p4(ca.k, -�
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<br />Simpson 1410A (or equal)
<br />Insta lied per Manuf. specs.
<br />Upi1 tt i- lc_-_ thun 1340 Lk, ,
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<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 (Vult)DETERMINED IN ACCORDANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST)
<br />Width (ft)
<br />Height (ft)
<br />100 MPH
<br />110 MPH
<br />120 MPH
<br />130 MPH
<br />140 MPH
<br />150 MPH
<br />160 MPH
<br />170 MPH
<br />180 MPH
<br />190 MPH
<br />200 MPH
<br />Roof Angle 0 - 10 degrees
<br />8
<br />8
<br />+10. 0
<br />-10. 0
<br />-10. 5
<br />-11. 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. 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. 8
<br />+11. 5
<br />-12, 8
<br />+13. 5
<br />-15. 0
<br />+15. 7-17.
<br />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 Angle 0 > 10 degrees
<br />9
<br />7
<br />+10. 0
<br />-10. 9
<br />+11. 4
<br />-12, 9
<br />+13. 7
<br />-15. 5
<br />+16. i
<br />1- 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. 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 MPH
<br />85 MPH
<br />93 MPH
<br />101 MPH
<br />108 MPH
<br />116 MPH
<br />124 MPH
<br />132 MPH
<br />139 MPH
<br />147 MPH
<br />155 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 (Vasd) converted from Ultimate Design Wind Speed per Section 1609.3.1
<br />1. For door sizes or wind speeds between those given above the load may be interpolated, 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 adjustment 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.
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<br />BUILDING CONSTRUCTION NOTES
<br />I. This single family dwelling is to the 1th Edition (2020) FEBC (Florida Building Code) type
<br />construction requirements. Construction shall comply with local County and state agencies.
<br />2.411 openings around walls, j�artitions, 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 />TRUSS MANUFACTURER TO
<br />PROVIDE 51GNED AND
<br />SEALED TRUSS DRAWING5
<br />INCLUDING BRACING
<br />DETAILS.
<br />ATTIC VENTILATION - FLORIDA BUILDING CODE
<br />Total Area Under Roof
<br />3,556,00
<br />Square Feet (SF)
<br />Total Required Ventilation
<br />23.71
<br />SF
<br />Total Area 1 150
<br />Area
<br />Total Required Ventilation
<br />11.85
<br />SF
<br />Reqd Area / 2
<br />Area at Soffits
<br />Total Required Ventilation
<br />11.85
<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 />Capacity
<br />Vent
<br />Triple 4" Center Vent
<br />1.56
<br />sq in / ft
<br />1094.15
<br />Feet
<br />Triple 4" Full Vent
<br />4.68
<br />sq in / ft
<br />364.72
<br />Feet
<br />Double 5" Full Vent
<br />4.25
<br />sq in / ft
<br />401.62
<br />Feet
<br />Ventilation
<br />Required
<br />At Roof
<br />Units
<br />Units
<br />Capacity
<br />Vent
<br />Ventsure Metal Dome
<br />w ith Screen
<br />144
<br />sq in
<br />12
<br />Vents
<br />Ventsure High Profile
<br />Slant Back Roof Vent w/
<br />50
<br />sq in
<br />35
<br />Vents
<br />Exterior Louver
<br />Ventsure Plastic Slant
<br />Back Roof Vent w/
<br />61
<br />sq in
<br />28
<br />Vents
<br />Interior Louver
<br />Ventsure Rigid Strip
<br />Ridge Vent, Externally,
<br />15
<br />sq in / ft
<br />114
<br />Feet
<br />Baffled
<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 />/2x4 CROSS -BRACING @ RIDGE
<br />20'-0" MAX
<br />II I I I I I I I I
<br />r�T-'1
<br />TOP/BOTTOM CHORD GABLE
<br />END BRACING @ 48" 0. C. MAX
<br />61
<br />FOR THE FIRST 4 ROWS OF
<br />9
<br />TRUSSES
<br />I 0
<br />w
<br />m
<br />I I I
<br />aX
<br />- -
<br />I I
<br />r p T
<br />-
<br />CONT. BOTTOM CHORD
<br />-
<br />BRACING (1"x4" MIN.) @
<br />10' -0" MAX.
<br />SEE
<br />TRUSS SYSTEM ENGINEERING DRAWINGS
<br />FOR ANY
<br />ADDITIONAL
<br />BRACING OR CROSS BRACING REQUIREMENTS
<br />REQ.
<br />MINIMUM TRUSS
<br />BRACING
<br />24" O.G.
<br />2X4x8 LATERAL
<br />5RACING CONTINOL45
<br />4s 48" O.G.
<br />) 16d NAILS
<br />i- VI- --
<br />END TRUSS
<br />GABLE END DIAGONAL BRACE DETAIL
<br />Typical Interior Truss
<br />2"X4" Vertical Brace
<br />added to every Vertical
<br />/2" S.R. Gypsum Ceiling Board
<br />over 4' in length. Brace
<br />to be minimum 0050 length
<br />of Vertical Truss Member.
<br />Fasten Brace to Vertical
<br />Bottom Chord of Truss
<br />w/16d Common Nails 12" o.c.
<br />fastened to wall top plate
<br />w/16d common Nails
<br />'s 12 "o.c.
<br />End Wall Studs (3
<br />a
<br />2 "X4" Nailer --�
<br />Simpson L5T18 (or equal)
<br />Lateral Bracing installed per fastened w/ 14-10d Nails. C
<br />Pre-engineered Truss Plans (J'
<br />N
<br />0
<br />TYPICAL END RUSS TO FRAME WALL DETAIL
<br />0
<br />WIND DE51GN INFORMATION
<br />1, Wind Speeds of 13e MPH Vult 4 105 MPH Vasd
<br />2. Risk Category = II
<br />3. Exposure Category B
<br />4, Enclosed Building, (GCpi = +/- 0.18)
<br />5. Component 4 Cladding Pressures (PSF):
<br />R = 182,-"16 6 W = 33.2,-43.4 OH= -110.6
<br />NOTE: WIND LOAD CALCULATIONS ARE BASED ON
<br />'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM
<br />FOR SIMILAR USES.
<br />rHls STRUCTURE HAS BEEN DE51GNED TO WITHSTAND
<br />NTERNAL PRESSURES. ENCLOSED BUILDING.
<br />SCALE: NTS tin
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<br />Thomas L
<br />Digitally signed by
<br />Signed and sealed by T.L. Hanson g a Di itaPE \ "111111
<br />S.O
<br />using l �N Si nature and date. C \
<br />g b -..
<br />Thomas L
<br />, �;t
<br />Printed copies of dais docwnent
<br />Hanson:A01410
<br />Hdnson:A01410D0000o1
<br />�ro,
<br />are not considered signed and _
<br />D00000177EF31
<br />77EF3164E000015ADA
<br />sealed and the signature must he == _
<br />Date: 2021.05.24
<br />verified on any electronic co
<br />B4E000015ADA
<br />08:40:49-04'00'%
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<br />ONA
<br />DWG N0.
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