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d v �\ I �� V \ \ I I i--------------- I---------------J L------------ -----� ----- -----� I — I II \ II II / II II \ IIall I I , I I I I \ I I IA I I L\—------------------ --- — — — ----------------/— y--/i ---------------------- -- --------------------— EXISI IIIIII I OUSE / l I I I I I I \ I I I I \ I I I Olt - I I I I \ / I \ I I I of \ I I I / i-1 I I -------------------- I ----------------- ------------------ I - -------------I------------- - 1 I I j l I �� EXiSTINGI GARAGE ; I iI / \ li (; tlx l I I 1L----------------------� I -------------------------1 I I + I I /r------------------------- �/ I \� jI I i l --I — I 0 2' 4' PLAN j i I 515 WIND DESIGN INFORMATION I. Wind Speeds of 139 MPH Vult 4 106 MPH Vasd 2. Risk Categorg = II 3. Exposure Categorg B 4. Enclosed Building, (GCpi +/- 0.18) 5. Component 4 Cladding Pressures IPSF): R = 162,-16b W = 332,-43.4 OH= -110:6 NOTE: WIND LOAD CALCULATIONS ARE BASED ON 'WORST CASE'. ALL CONNECTORS WILL BE UNIFORM FOR 51MILAR USES. THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND INTERNAL F'RESSURES, ENCLOSED BUILDING. BUILDING CONSTRUCTION NOTES 1. This single family dwelling is to the 6th Edition (2011) FEBC (Florida Building Code), Alteration level 2 requirements. Construction shall comply with local Countg and state agencies. 2. All openings around walls, partitions, pipes, ducts, conduits etc., shall be sealed fully and sound proofed with sealants of type for application. 3. Painting- All surfaces shall be properly prepared and cured to manufacturer's instruction prior to painting. Paint shall be "first line" produced bg PORTER, SHERWIN WILLIAMS, or equal with colors selected bg the owner. All painted surfaces shall be painted with materials appropriate for the application in a workmanship manner to the paint manufacturer's instruction. 4. Caulk all exposed joints. Clean, prime, caulk and seal all joints between door and window frames with DOW COMING silicon of type for application. Use foam back-up rods as required at wide joints. Use accoustical foam sealants bg DAP or TREMCO at sound proofing applications at openings or cracks. TABLE 2308. 7. 3. 1 RAFTER TIE CONNECTIONS g RAFTER SLOPE TIE SPACING (inches) NO SNOW LOAD Roof span ( feet) 12 20 278_1 36 Required number of 16d common (3j" x 0. 162") nails a, b per connection c, d, e, f 3: 12 12 4 6 8 10 16 5 7 10 13 24 7 11 15 19 32 10 14 19 25 48 14 21 29 37 12 3 4 5 6 16 3 5 7 8 4: 12 24 4 7 10 12 32 6 9 13 16 48 8 14 19 24 12 3 3 4 5 16 3 4 5 7 5: 12 24 4 6 8 10 32 5 8 10 13 48 7 11 15 20 12 3 3 3 4 16 3 3 4 5 7: 12 24 3 4 6 7 32 4 6 8 10 48 5 8 11 14 12 3 3 3 3 16 3 3 3 3 12: 12 24 3 3 3 4 32 3 3 4 5 48 3 4 6 7 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 47.8 N/m2. a. 40d box ( 5" x 0. 162= ) or 16d sinker (3j" x 0. 148") nails are permitted to be substituted for 16d common (3j" x 0. 16") nails. b.Noiling requirements are permitted to be reduced 25 percent if nails are clinched. c.Rafter tie heel joint connections are not required where the ridge is supported by a load —bearing wall, header or ridge beam. d.When intermediate support of the rafter is provided by vertical struts or purlins to a load —bearing wall, the tabulated heel joint connection requirements are permitted to be reduced proportionally to the reduction in span. e.Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. f.Connected members shall be of sufficient size to prevent splitting due to nailing. g.For snow loads less than 30 pounds per square foot, the required number of nails is permitted to be reduced by multiplying by the ratio of actual snow load plus 10 divided by 40, but not less than the number required for no snow load. 2"X4" Vertical Brace added to every Vertical over 4' in length. Brace to be minimum 8O96 length of Vertical Truss Member. Fasten Brace to Vertical w/16d Common Nails 12" oc. 2 "X4" Nailer Lateral Bracing installed per Pre—engineered Truss Plans O w J W W 2319. 17. 1. 2 Where a ceiling is to be attached directly to the underside of trusses, the trusses shall be laterally braced with continuous 1—inch by 4—inch (25 mm by 102 mm) members nailed with 8d common nails to the upper side of the bottom chord at panel points but not to exceed 10 feet (3 m) apart. This lateral bracing shall be restrained at each end and at 20—foot (6 m) intervals. Drywall may be considered a rigid ceiling in enclosed areas where it is protected from the elements. The drywall ceiling is not to be considered a ceiling diaphragm. TOP/BOTTOM CHORD GABLE END BRACING @ 48" 0. C. MAX FOR THE FIRST 4 ROWS OF TRUSSES J n Ic D CONT. BOTTOM CHORD BRACING (1"x4" MIN. ) @ 10' —0" MAX. SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS BRACING END TRUSs 24" O.G. 2X4x8 LATERAL. BRACINCs c0NTIN(DUS Is 48" O.C. ) 16d NAILS GABLE END DIAGONAL BRACE DETAIL Typical Interior Truss /2" S.R. Gypsum Ceiling Board Bottom Chord of Truss fastened to wall top plate w/16d common Nails is 12 "o.c. End Wa I I Studs Simpson LST18 (or equal) fastened w/ 14-1Od Nails. TYPICAL END TRUSS TO FRAME WALL DETAIL SCALE: NTS Truss Systems Engineering by others TRUSS MANUFACTURER TO PROVIDE SIGNED AND SEALED TRUSS DRAWINGS INCLUDING SRAC ING DETAILS. U c Q 0 L 0 c rn m 0 0 c 0 In 0 0 00 0 cV 0 F- rY a_ 0 0