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HGT. <br />TABLE 1405.2 <br />MINIMUM THICKNESS OF WEATHER COVERING`) <br />COVERING TYPE <br />MINIMUM THICKNESS <br />(inches) <br />Adhered masonry veneer <br />025 <br />Aluminum siding <br />0.019 <br />Anchored masonry veneer <br />2.625 <br />Asbestos -cement boards <br />0.125 <br />Asbestos shingles <br />0.156 <br />Cold -rolled copper <br />0.0216 nominal <br />Copper shinglesd <br />0.0162 nominal <br />Exterior plywood (with sheathing) <br />0.313 <br />Exterior plywood (without <br />sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2322) <br />Fiber cement lap siding <br />0.25 c <br />Fiber cement panel siding <br />0.25 c <br />Fiberboard siding <br />.05 <br />Glass -fiber reinforced concrete <br />panels <br />375 <br />Hardboard siding c <br />025 <br />High -yield copperd <br />0.0162 nominal <br />Lead -coated copperd <br />0.0216 nominal <br />Lead -coated high -yield copper <br />0.0162 nominal <br />Marble slabs <br />1 <br />Particleboard (with sheathing) <br />See Section 2304.6 (HVHZ, <br />see Section 2315.1.11) <br />Particleboard (without sheathing) <br />See Section 2304. 6(HVHZ, <br />see Section 2315. 1. 11) <br />Porcelain Tile <br />0.025 <br />Precast stone facing <br />0.625 <br />Steel (approved corrosion resistant) <br />0.0149 <br />Stone (cost artificial anchored) <br />1.5 <br />Stone (natural) <br />2 <br />Structural glass <br />.344 <br />Stucco or exterior Portland cement <br />plaster <br />Three -coat work over: <br />Metal plaster base <br />0.875 b nominal <br />Unit masonry <br />0.625 b nominal <br />Cast -in -place or precast concrete <br />0.625 b nominal <br />Two -coat work over: <br />Unit masonry <br />0.5 b nominal <br />Cast -in -place or precast concrete <br />0.375 b nominal <br />Terra cotto (anchored) <br />1 <br />Terra cotta (adhered) <br />-_ <br />0.25 <br />Vinyl siding <br />_ - <br />0.035 <br />Wood shingles <br />0.375 <br />Wood siding (without sheathing) <br />0.5 <br />i <br />�i <br />I <br />+ I <br />I <br />�1 <br />� I <br />, <br />i <br />I <br />s <br />I <br />r 4 00 N I <br />I I <br />1 , <br />lil h <br />li L, <br />k ro r <br />s. <br />7_ y <br />_ C• <br />Y <br />h <br />C <br />1: <br />11 mMM�11 <br />For SI: 1 inch = 25.4 mm. <br />a. Wood siding of thicknesses less than 0.5 inch shall be placed over <br />sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322) <br />b. Exclusive of texture. <br />c. As measured at the bottom of decorative grooves. <br />d. 16 ounces per square foot for cold -rolled copper and lead -coated <br />copper, 12 ounces per square foot for copper shingles, high -yield copper <br />and leadcoated high -yield copper. <br />SECTION R704 <br />INSPECTION FOR TERMITES <br />In order to provide for inspection for termite infestation, clearance <br />between exterior wall coverings and final earth grade on the exterior of <br />a building shall not be less than 6 inches (152 mm). <br />Exceptions: <br />1. Paint or decorotive cementitious finish less than j inch (17.1 mm) <br />thick adhered directly to the masonry foundation sidewall. <br />2. Access or vehicle ramps which rise to the interior finish floor <br />elevation for the width of such ramps only. <br />3. A 4-inch (102 mm) inspection space above patio and garage slabs and <br />entry areas. <br />4. If the patio has been soil treated for termites, the finish <br />elevation may match the building interior finish floor elevations on <br />mosonry construction only. <br />5. Masonry veneers constructed in accordance with Section R318.4. <br />1/4" TOOLED JOINTL <br />SMOOTH FINISH - BANDS <br />z � a 117 <br />GEMENT f - D <br />TEXTURED 111 2 <br />FINISH <br />II 241 SH I II - 0 - <br />io • ROUGH FINISH <br />STUCCO <br />o <br />® TOOLED BAND DETAIL- <br />Wo-e <br />FF. ELEV. F.F. ELEV. <br />— — . — . — . — . — . — . — — . — . — . — . — . — . — .� — . — . — . — . — • N.T.S. <br />c <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />N I ■r rm <br />r%�orjON1_ <br />ID 2 4 2R j G H <br />* D F r F \/ %� * 1 ON1_ <br />AND THE CITY OF ZEPHYRHILLS <br />I �i, I}( !M■r1 I I I 1( !�1 I ORDINANCES <br />51A <br />RB 2 5 2OZZ <br />REVIEW DATE___ <br />CITY OF ZEPHYRHILL ' <br />PLAN EXAMINER_ - <br />I <br />i <br />c <br />Digitally signed by Signed and scaled by I HansonI lu;y , <br />Thomas L using❑ Digital stgnalm,,ruld.w ; °,.nx <br />;c <br />Thomas L Prinled u,prcs ui flu, (1,,, merl S <br />Hanson:A01410 Hdnson:A01410D00000 ' "'°I,nn„`'eredsleneda �: ✓. +"'• <br />scaled and the s'gnaturn nrtlsl be w <br />177EF31134E000015ADA vented nn any Cie, .h <br />Date: 2021.12.15 <br />B4E000015ADA <br />08:48:09-05'00' <br />O <br />CN <br />�o ^, <br />'_13 c <br />co <br />f <br />04 <br />L � <br />W '4: <br />�Q5Lq <br />rJ co <br />z rz <br />UI q 2 <br />� u. <br />e <br />ter.✓ <br />q , <br />G_. <br />• g..o <br />O <br />ck: <br />v vc w ; •v. <br />