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I <br />I <br />O <br />CLG- <br />WIN/DR. <br />INTERMEDIATE IATE RAILS TO <br />5E LOCATED SO THAT A <br />4" SPHERE CANNOT PASS <br />THROUGH AWT' OPENINGS. <br />F.f. <br />CLG. <br />GAR, <br />F.F. <br />MA <br />0 <br />vATION <br />INTERMEDIATE RAILS TO <br />ICE LOCATED SO THAT A <br />.4" SPHERE CANNOT PASS <br />THROUGH AN"r OPENINGS. <br />0 <br />6" LAP 51DING (PER <br />SPECIFICATIONS) <br />RIGHT spa <br />TABLE 1405.2 <br />MINIMUM THICKNESS OF WEATHER COVERINGS <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 (cast 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. 625b 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 cotta (anchored) <br />1 <br />Terra cotta (adhered) <br />0.25 <br />Vinyl siding <br />0.035 <br />Wood shingles <br />0.375 <br />Wood siding (without sheathing) <br />0.5 <br />Ma <br />rz V A T I O N <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 decorative cementitious finish less than I 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 />masonry construction only. <br />5. Masonry veneers constructed in accordance with Section R318.4. <br />ALL WORK SHALL COMPLY WITH PREVAILING <br />CODES FLORIDA, BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRI- ILL S <br />ORDINANCES <br />R319.1 Address identification. Buildings shall be provided <br />with approved address identification. The address <br />identification shall be legible and placed in a position <br />that is visiblefrom the street or road fronting the <br />property. Address identification characters shall contrast <br />with their background. Address numbers shall be Arabic <br />numbers or alphabetical letters. Numbers shall not be <br />spelled out. Each character shall be not less than 4 inches <br />(102 mm) in height with a stroke width of not less than 0.5 <br />inch (12.7 mm). Where required by the fire code official, <br />address identification shall be provided in additional <br />approved locations to facilitate emergency response. Where <br />access is by means of a private road and the building <br />address cannot be viewed from the public way, a monument, <br />pole or other sign or means shall be used to identify the <br />structure. Address identification shall be maintained. <br />1 <br />REVIEW DATE ��� ? � 20 C� <br />CITY OF ZERHYRHILL7/T o <br />PLAN EXAI1/INER 0 <br />Thomas L Digitally signed by <br />Thomas L <br />Hanson:A01410 Hanson:A01410D00000 <br />D00000177EF31 177EF31 B4E000015ADA <br />Date: 2023.10.24 <br />B4E000015ADA 11:23:53-04'00' <br />L <br />N <br />L <br />0 <br />U <br />n <br />N <br />O <br />N <br />0 <br />H <br />C.� <br />lZ <br />O <br />U <br />Signed and sealed by T.L. Hanson <br />using a Digital Signature and date.pysa N •Say �ii <br />Printed copies of this document ` ?; <br />are not considered signed and <br />sealed and the signature must be = Uu = <br />verified on any electronic co <br />U) <br />z <br />O <br />V) <br />w <br />ry <br />PROJECT NO. <br />2023-55 <br />DWG N0. <br />