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1XVITA-13 <br />C <br />Ca <br />co <br />_0 <br />0 <br />U_ <br />U-) <br />En <br />a) <br />Cn <br />Cn <br />0_ <br />W <br />Cn <br />Cf) <br />LO <br />Cn <br />t5 <br />(D <br />E <br />C:> <br />00 <br />C.0 <br />M <br />TRU55E5 <br />@ 24" O.G. <br />4 — — tt-- — -41— — 4 — — It— — -41— — 41- — 1 11 <br />ROOF PLAN <br />V4*-I'-W <br />— — IL -1 <br />VENTED <br />5OFFIT <br />IN <br />RID61E <br />14- <br />= � ;r� <br />11 oil <br />,Y-4N <br />Lm <br />IM <br />71 <br />111-411 <br />F_ <br />4" 3" P51 CONCRETE 5LAB HIbuXbOX10110 ME5H <br />— — — — — — — — — — THROWHOUT OR FIBER OVER 6 MIL V15OLEEN <br />VAPOR BARRIER OVER CLEAN COMPACTED AND <br />TREATED 501L <br />FOLNOATION PLAN <br />VW-I'l-tr <br />I <br />L <br />10 NJ <br />q'-5ju <br />OMMM� I <br />���_NMM <br />-1 <br />IN <br />7 <br />n <br />loa-01M <br />MATCH EX15TING <br />FLOOR El EVATION <br />F-7 - <br />NEI <br />N F <br />_j <br />T1 <br />b'-Oj" <br />M 0 0 <br />21-IOu 1, 21-41' <br />loll 0 1 <br />' L-Mi IL -il LEI I <br />5'-2j" 5'-4j" <br />0 <br />1/4" <br />Basic Buildin2 Structural Information <br />This table was prepared wsing Windload Calculator Plus Sofiware available tioni w,�Nw.windcalcs.coin <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 ASCE 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 adiacent space served.) <br />Wind Design Data <br />Ultimate Wind Speed: 137 mph Nominal Wind Speed: 106 mph <br />Risk Category: 11 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: 16 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-Bome Debris Region, and opening protection is not <br />required.) <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 />Wal I Zone 4: <br />Wall Zone 5: <br />Design Soil Bearing Capacity: <br />+18.2 psf max., <br />-55.6 psf min. <br />* 18.2 psf max., <br />-55.6 psf min. <br />* 18.2 psf max., <br />-81.1 psf min. <br />+18.2 psf max., <br />-81.1 psf min. <br />+18,2 psf max., <br />-81.1 psf ruin. <br />+18.2 psf max., <br />-96.3 psf min. <br />-63.7 psf min. <br />-63.7 psf min. <br />-89.2 psf min. <br />-89.2 psf min. <br />- 104.5 psf min. <br />- 122.4 psf min. <br />+30.1 psf max., <br />-32.6 psf min. <br />+30.1 psf max., <br />-40.3 psf min. <br />2,000psf <br />I HEREBY CERTIFY THAT I HAVE REVI&ED <br />TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE HITH A5GE -7-16 AND <br />THE 2020 BUILDIN67 CODE ITH EDITION <br />MA)(* <br />NS-- <br />No 86663 <br />-A STATE OF <br />E <br />0 <br />q <br />0 <br />0 <br />Uj <br />CD <br />CID <br />a) <br />CIO <br />Q0 <br />C.0 <br />0 <br />C <br />Uj <br />10 <br />& <br />LU 0 C) <br />M W ,t <br />E <br />LU <br />LL. <br />0 U-) <br />z Cl) <br />Cl) <br />z z 0 _j <br />0 <br />X <br />LW <br />LU <br />Cu <br />2 <br />0 <br />< <br />C: 0 00 <br />Cl) <br />LU <br />0 E <br />0 <br />i <br />LL. <br />LC) <br />to <br />CID <br />z <br />0 <br />C/) <br />C4 <br />C*4 <br />'*11 <br />le <br />Z <br />CK <br />Z <br />z <br />z <br />Ir <br />-0. <br />0 <br />0 <br />C.) <br />_17 <br />C) <br />0 <br />c) <br />ce) <br />C) <br />CV) <br />< LU <br />> <br />0 < <br />M <br />_j <br />LL <br />0 U-) <br />0 <br />iu� <br />0 <br />00 <br />W <br />LU <br />LU W <br />U) <br />0 <br />W <br />F_: M <br />U) <br />LL_ <br />C) <br />C) <br />Of <br />M <br />C) <br />LL_ <br />DRAWING <br />5 <br />