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Ali <br />ins <br />Up <br />BUILDING CONSTRUCTION NOTES <br />1. This single family dwelling is to the -Ith Edition (2020) FBC (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 />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. Glean, 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 />J <br />�-,' I I (ROOF <br />SiC <br />PL�4N <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 (V"lt)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 />-I1. 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 <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. 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. <br />4. Negative pressures assume door has 2 feet of width in building's end zone.5. Table values include the 0.6 load reduction factor. <br />2"X4" Vertical Brace <br />added to every Vertical <br />over 4' in length. Brace <br />to be minimum 809. length <br />of Vertical Truss Member. <br />Fasten Brace to Vertical <br />w/16d Common Nails 12" o.c. <br />NOTE: For VAULTED CE IL INC-sS <br />add 2x4 to every Vertical and <br />extend above ceiling line. <br />2 "X4" Na i <br />Lateral Bracing installed per <br />Pre-engineered Truss Plans <br />Typical Interior Truss <br />" S.R. Gypsum Ceiling Board <br />Bottom Chord of Truss <br />fastened to wall top plate <br />w/1(d common Nails <br />12 "o.c. /f <br />Wall sheathing to lap wall joint a minimum <br />of 12" staggered. Add additonal framing <br />for edge nailing as specified. <br />Wa 1 I Studs <br />Simpson LST18 (or equal) <br />fastened w/ 14-10d Nails. <br />TYPICAL END TRUSS TO FRAME WALL DETAIL <br />(WITH CATHEDRAL TRUSSES) SCALE: NTS <br />WIND DESIGN INFORMATION <br />1. Wind Speeds of 13S MPH Vult 4 106 MPH Vasd <br />2. Risk Category = II <br />3. Exposure Category B <br />4. Enclosed Building, (GCpl = +/- 0-10) <br />5. Gomponent 4 Cladding Pressures (PSF): <br />R = 312,-40.1 W = 332,-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 />THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND <br />INTERNAL PRESSURES, ENCLOSED BUILDING. <br />Truss Systems Eng ineer ing by others <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 />680.00 <br />Square Feet (SF) <br />Total Required Ventilation <br />4.53 <br />SF <br />Total Area / 150 <br />Area <br />Total Required Ventilation <br />2.27 <br />SF <br />Reqd Area / 2 <br />Area at Soffits <br />Total Required Ventilation <br />2.27 <br />SF <br />Reqd Area 12 <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 / It <br />157.32 <br />Feet <br />Triple 4" Full Vent <br />4.68 <br />sq in / ft <br />52.44 <br />Feet <br />Double 5" Full Vent <br />4.25 <br />sq in / ft <br />69.32 <br />Feet <br />Ventilation <br />Required <br />At Roof <br />Units <br />Units <br />Capacity <br />Vent <br />Ventsure Metal Dome <br />with Screen <br />144 <br />sq in <br />3 <br />Vents <br />Ventsure High Profile <br />Slant Back Roof Vent w/ <br />50 <br />sq in <br />7 <br />Vents <br />Exterior Louver <br />Ventsure Plastic Slant <br />Back Roof Vent w/ <br />61 <br />sq in <br />6 <br />Vents <br />Interior Louver <br />Ventsure Rigid Strip <br />Ridge Vent, Externally <br />15 <br />sq in / ft <br />22 <br />Feet <br />Baff led <br />w <br />lu <br />w <br />Ti <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 />Ir <br />TOP/BOTTOM CHORD GABLE <br />END BRACING @ 48" 0. C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES <br />w <br />J <br />m <br />CD <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 />IiNr TRUSS <br />24" O.G. <br />2X4x8 LATERAL <br />15RACING GONTINOUS <br />'s 48" O.G. <br />U <br />C <br />ibd NAILS Q <br />O <br />L <br />0 <br />c <br />U) <br />a) <br />0 <br />GABLE END DIAGONAL BRACE DETAIL <br />a� <br />C <br />O <br />to <br />L <br />a� <br />C <br />L <br />O <br />0 <br />N <br />O <br />N <br />O <br />H <br />2 <br />CD <br />O <br />0 <br />Thomas L Digitally signed by SignedandsealedbyT.L.HansonpE\\��\���LiiHM1s <br />using a Digital Signature and date. <br />Thomas L Printed copies of this document <br />Hanson:AO141 OD Hanson:AO141OD000001 are not considered signed <br />sealed and the signature must I <br />00000177EF31 B4 77EF31134E000015ADA verified on any electronic co ' zp %2�I <br />Date: 2023.10.24 11:20:41 <br />E000015ADA -0400 ' <br />PROJECT NO. <br />2023-55 <br />DWG N0. <br />B �G <br />