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-411 <br />' I I -% its v I I Jim P-9 I r Installed per Manuf. specs. <br />F�iP� I Uphf't -1 l than E: 40 Lb� <br />WIND DESIGN INFORMATION <br />I. Wind Speeds of 139 MPH VUlt 4 108 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 0P51F): <br />R = 18.2,-16.6 W = 33.2,-43.4 OH= -110.6 <br />NOTE: WIND LOAD CALCULATIONS ARE 5A5E1D ON <br />'WORST CASE' . ALL CONNECTORS WILL BE UNIFORM <br />FOR SIMILAR U5E5. <br />THI5 STRUCTURE HAS BEEN DESIGNED TO WITH5TAND <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 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 <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 Angle 0 > 10 degrees <br />9 <br />7 <br />+10. 0 <br />-10. 9 <br />+11. 4 <br />-12. 9 <br />+13. 7-15. <br />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. 2 <br />+13. 1-14. <br />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. <br />A t.lo., .,+;.,. nro�o���oo nc���...o At -, k,o 7 fco+ of -iA+k ;m K.,; 1 A i n, 90 ­4 ,...,o R, TnkI. ..,I;-1-4. +t,n n Pi 1n 4 A. +;nn fnn+..r <br />Truss Systems Engineering by others <br />TRU55 1" iANUFACTURER TO <br />PROVIDE SIGNED AND <br />SEALED TRU55 DRAWINGS <br />INCLUDING BRACING <br />DETAILS. <br />ATTIC VENTILATION - FLORIDA BUILDING CODE <br />Total Area Under Roof <br />1,807.00 <br />Square Feet (SF) <br />Total Required Ventilation <br />12.05 <br />5F <br />Total Area / 150 <br />Area <br />Total Required Ventilation <br />Area at Soffits <br />6.02 <br />SF <br />Reqd Area / 2 <br />Total Required Ventilation <br />6.02 <br />5F <br />Regd Area / 2 <br />Area at Roof <br />Overhang Dimension <br />133 <br />Feet <br />Ventilation Examples -Owens Corning <br />Ventilation <br />Required <br />At Soffit <br />Units <br />Units <br />Capacitv <br />Vent <br />Triple 4" Center Vent <br />1.56 <br />sq in / ft <br />556.00 <br />Feet <br />Triple 4" Full Vent <br />4.68 <br />sq in / ft <br />185.33 <br />Feet <br />Double 5" Full Vent <br />4.25 <br />sq in / ft <br />204.08 <br />Feet <br />Ventilation <br />Required <br />At Roof <br />Units <br />Units <br />Ca acit <br />Vent <br />Ventsure Metal IDDrne <br />with Screen <br />144 <br />sq in <br />7 <br />Vents <br />Ventsure High Profile <br />Slant Back Roof Vent w / <br />50 <br />sq in <br />18 <br />Vents <br />Exterior Louver <br />Ventsure Plastic Slant <br />Back Roof Vent w / <br />61 <br />sq in <br />15 <br />Vents <br />Interior Louver <br />Ventsure Rigid Strip <br />Ridge Vent, Externally <br />15 <br />sq in / ft <br />58 <br />Feet <br />Baf f led <br />v \1_1 <br />BUILDING CONSTRUCTION NOTES <br />1. This single family dwelling is to the Ith Edition (2020) FEBC (Florida Building Code) type <br />construction 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 />WILLIAM5, 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 CORNINCs 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 />2"X4" Vertical Brace <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 />n_A II I I -1AIT- - nT--- <br />TOP/BOTTOM CHORD GABLE <br />END BRACING @ 48" 0. C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES <br />Li <br />J <br />D <br />L <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 />END <br />2X4x8 LATERAL <br />5RACIN3 CONTINOUS <br />® 48" O.C. <br />) 16d NAILS <br />GABLE END DIAGONAL BRACE DETAIL <br />Typical Interior Truss <br />added to every Vertical /2" 5.R. Gypsum Ceiling Board <br />over 4' in length. Brace <br />to be minimum 809. length <br />of Vertical Truss Member, <br />Fasten Brace to Vertical Bottom Chord of Truss <br />w/lac( Common Nails 12" o.c. fastened to wall top plate <br />w/Irod common Nails <br />a 12 "o.c. <br />End Wall Studs <br />2 "X4" Nailer' <br />simpson LST18 for equal) <br />Lateral Bracing installed per fastened w/ 14-10d Nails. <br />Pre-engineered Truss Plans <br />TYPICAL END -TRUSS TO FRAME WALL DETAIL <br />SCALE: NTS <br />U <br />C <br />Q <br />O <br />3✓ <br />U <br />N <br />0 <br />N <br />D <br />Z <br />0 <br />LI <br />PRO/EJECT NO. <br />2021-115 <br />Thomas L Digitally signed by signed and sealed by T.L. Hanson PE\�����"i'¢pN�//,/ <br />S <br />using a Digital Signatureanddate.ThomasL - - <br />i <br />\� <br />Printed copies of this document hs0°?' # <br />Hanson:A01410 Hanson:AO1410D000OO are not considered si nedand <br />D00000177 E F 31 177EF31 B4E000015ADA sealed and the signature must he = w - <br />verified on any electronic co SP 2 <br />B4E000015ADA Date: 2021.05.24 = <br />08:46:46-04'00' �y'lowA� \° <br />;/him <br />DWG N0. <br />