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- <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />FRONT ELEVATION <br />1/2' = 1'-O� <br />CD <br />?-1 <br />T� <br />ca <br />0 <br />Lij <br />c1r) <br />:9 (D <br />CO <br />LL_ <br />C13 <br />CL <br />(D <br />C­ <br />04 <br />CD <br />LL. <br />C13 <br />-E <br />CL <br />4) <br />15 <br />04 <br />C) <br />2 <br />a. <br />C�p <br />00 <br />co <br />V7 <br />C%j <br />C" <br />F__ <br />L - — — — — — =4 <br />L <br />EXIST. NNDOW <br />F <br />L-------------------------------------------------------- --------------- <br />LEFT ELEVATION <br />112' = 1�-O" <br />Basic Buildine Structural Information <br />Tim W& was prepawd w.WWoullmd Cakulaw Mw Softwam availabl: fmm wwwwm&aks cm <br />This inforniation was created in accordance with Chapter 16 of the 2020 Florida Building <br />Code The Cornponent and Cladding Pressures were generated using the method in Part 2 of <br />Chapter 30 of ASCE 7-16. <br />Floor & Roof Live Loads R-3 - Single -Family Dwellings) <br />Attics: 20 psf w/ storage, 10 psf wJo storage <br />Habitable Attics, Bedroom: 30 psf <br />All Other Rooms: 40 psf <br />Garage: 40 psf <br />Roofs: 20 psf <br />.(BaIg "n and Deck live loads are 150% of the adjacent Wace served.) <br />Wmd Design Data <br />Ultimate Wind Speed: 137 mph Nominal Wind Speed: 106 mph <br />Risk CategorT. H Wind Exposure: B <br />Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft- <br />Internal Pressure Coefficient: 0. 18 Roof Geometry: Gable <br />-Roof Slope: 4.0 in 12 ( 18.40 Mean Roof Height: I] fL <br />('17he Ultimate Wind speed was used to determine the Component and Cladding design <br />pressures.) <br />(This Building is not in a Wind -Borne Debris Itegion, and opening protection is not <br />required-) <br />Components and Claddim <br />Roof Zone 1: <br />Roof Zone 2e: <br />Roof Zone 2n: <br />Roof Zone 2r: <br />Roof Zone 3e: <br />Roof Zone 3r. <br />Overhang at Roof Zone 1: <br />Overhang at Roof Zone 2e. <br />Overhang at Roof Zone 2n: <br />Overhang at Roof Zone 2r <br />Overhang at Roof Zone 3e: <br />Overhang at Roof Zone 3r: <br />Wall Zone 4: <br />Wall Zone 5: <br />Design Soil Bearing Capacity: <br />+16.8 psf max., <br />-51.2 psf min. <br />+16.8 psf max., <br />-51.2 psf min. <br />+16.8 psf max., <br />-74.7 psf min. <br />+16.8 psf max., <br />-74.7 psf min. <br />+ 16.8 psf max-, <br />-74.7 psf min. <br />+ 16.8 psf max., <br />-88.8 psf min- <br />-58.7 psf min. <br />-58.7 psf min. <br />-82.2 psf min. <br />-82.2 psf min. <br />-96.3 psf min. <br />-112.7 psf min. <br />+27.7 psf max., <br />-30.0 psf min. <br />+27.7 psf max-, <br />-37.1 psf min. <br />2,000 psf <br />Ott M A)(* <br />No 86663 <br />STATE OF <br />0 <br />M lip <br />Oro <br />Is Im <br />E <br />8 <br />Uj <br />E <br />V31 <br />13r- <br />0, <br />100 <br />- 00 <br />a <br />.7 <br />C-) <br />W <br />& <br />ca ui Cj <br />(5 22 <br />:�:i <br />ro= <br />LL_ <br />:z=3 0 <br />= n LL_ <br />LU <br />d <br />X W W_ <br />co >- <br />IX <br />W <br />CV) M �e <br />W CO <br />2Q LCU3 <br />W <br />0 <br />:z <br />0 0 <br />W <br />0 <br />iT) <br />5� <br />LL1 <br />C"i <br />LIJ <br />0 <br />F- <br />< <br />ft� <br />CL <br />< <br />n <br />0�� <br />Q <br />0 <br />:z <br />0 <br />W <br />W <br />__j <br />0 <br />U_ <br />CO <br />Cd <br />0 <br />0 <br />0 <br />CL <br />W <br />LLI <br />W <br />Q9 <br />0 <br />U) <br />0 <br />F_ <br />W <br />.j <br />W <br />DRAWNG <br />3 <br />