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I 1 HII N 1 Imo— 1 1 _ !I 'I ' III 1 11 !Mwm'1l I N 11 IHI I I I I _ —.I -- — I 1 IMP I,1, t I 11. 1 _ RIRII 'All . ", I <br />EXISTING FRONT ELEVATIONS <br />(D V4' ■ P-W <br />DEMO EXI5TIN6 <br />EXI5TIN6 LEFT 51DE ELEVATION <br />2 V4' - V-0' <br />DEMO EXI5TIN6 <br />EXI5TIN6 R16HT ELEVATION <br />3 V48 Is 11-0■ <br />EXISTING REAR ELEVATION <br />4 V4' - P-o' <br />FRONT <br />V4' I- b' <br />RIGHT 51DE <br />V4' - P-0' <br />LEFT 51 DE <br />1/4' - 1/-o' <br />ATION <br />ATION <br />FIBER6LA55 5HINBLE5 <br />HARDIE BOARD <br />Basic Buildine Structural Information <br />Phis table was prepared using windload Calculator I'lus Software available frorn www.windcalcs.com <br />This information was created in accordance with Chapter 16 of the 2020 Florida Building <br />Code. The Component and Cladding Pressures were generated using the method in Part 2 of <br />Chapter 30 of ASC E 7-16. <br />Floor & Roof Live Loads ( R-3 • Single -Family Dwellings) <br />Attics: 20 psf w/ storage, 10 psf w/o storage <br />Habitable Attics, Bedroom: 30 psf <br />All Other Rooms: 40 psf <br />Garage: 40 psf <br />Roofs: 20 psf <br />(Balcony and Deck live loads are 150% of the adjacent space served._ <br />Wind Design Data <br />Ultimate Wind Speed: 136 mph Nominal Wind Speed: 105 mph <br />Risk Category: II 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: 6.0 in 12 ( 26.60) Mean Roof Height: 13 ft. <br />(The Ultimate Wind speed was used to determine the Component and Cladding design <br />pressures.) <br />(This Building is not in a Wind -Borne Debris Region, and opening protection is not <br />required.) <br />Components and Cladding <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 />REVIE-W oATr- iSEP 20ZZ <br />CITY 0F" 2 PHYRhllP_L <br />PLAN EXAMINER <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING C(41"'IE. <br />NATIONAL ELECTRIC CODE, <br />LAND THE CIi1+ <br />ORIDINA:NCF <br />Sheet List Table <br />Sheet Number <br />Sheet Title <br />1 <br />ELEVATIONS <br />2 <br />FLOOR PLAN <br />3 <br />FOUNDATION <br />4 <br />ROOF PLAN <br />5 <br />ELECTRICAL PLAN <br />6 <br />GENERAL NOTES <br />+16.6 psf max., <br />-38.9 psf min. <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />+16.6 psf max., <br />-38.9 psf min. <br />THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND <br />+16.6 psf max., <br />-62.0 psf min. <br />THE 2020 BUILDING CODE 7TH EDITION <br />+16.6 psf max., <br />-62.0 psf min. <br />+16.6 psf max., <br />-62.0 psf min. <br />+16.6 psf max., <br />-80.0 psf min. <br />�� OtA IM <br />O <br />-46.3 psf min. <br />,....,, <br />r,,ICENg�; •, F9 �i <br />-46.3 psf min. <br />�` <br />' <br />-69.4 psf thin. <br />No• 86663 <br />-69.4 psf min. <br />-83.3 psf thin. <br />r �4r <br />OF <br />-96.5 psf min.' <br />ETA <br />'•.4CRlop <br />+27.3 psf max., <br />-29.6 psf min. <br />-127.3 psf max., <br />-36.6 psf min. <br />AP <br />/ <br />2,000 psf <br />X <br />X <br />E <br />0 <br />U <br />O <br />O <br />L <br />f6 <br />�T\ <br />V <br />M <br />C <br />N <br />W <br />170 <br />°' <br />C <br />O <br />U <br />CO � a <br />LL1 0LLJ <br />w <br />Ica 0 <br />Z � <br />Z <br />LL <br />z a u <br />2 r_ <br />W <br />W <br />t LU <br />CCCU <br />LLJ <br />a <br />z <br />C7 <br />G aai <br /><N <br />2 <br />471) <br />z <br />W <br />Oof <br />OJ <br />IL <br />la <br />o <br />rn <br />lh <br />GD <br />N <br />C <br />O <br />L <br />a. <br />z <br />0 <br />N <br />z <br />N <br />O <br />W <br />z <br />3 <br />lD <br />a <br />c <br />o <br />W <br />z:O <br />CV <br />O W <br />'7 Q W <br />M <br />M <br />J <br />C-6 C <br />LL <br />(D a <br />= <br />J <br />_rn <br />J W a> <br />J <br />fn Q N <br />LO <br />= <br />Q <br />W <br />NJ <br />0 0 <br />W <br />Z <br />0 <br />F_ <br />W <br />W <br />DRAWING <br />1 <br />- P-0' <br />