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Spring Valley Rd
Zephyrhills
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Spring Valley Rd
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Last modified
3/21/2025 3:08:18 AM
Creation date
2/19/2025 1:12:49 PM
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Building Plans
Location
Spring Valley Rd
Contractor
Corner Stone Design Group Inc
Building Plans - Permit #
3255 and 3256
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I . I ' _ II 11 I, _.1. I 1. II . 1 I.11 I'. I I I It _.__. . I 1 _. -1 - I ! I I I I I _ _._. <br />-4" <br />RIDGE VENT RIDGE VENT <br />ar,00,OUTLET IN EVE <br />12 12 12 12 <br />ro <br />12 12 12 <br />12 <br />3 <br />LD <br />RIDGE VENT <br />25 SH 25 SH <br />6" LAP SIDING (PER <br />- . - . - . - - - SPECIFICATIONS) <br />- ro LAP SIDING - <br />- (PER <br />- SPECIFICATIONS) _ <br />MWEE-01P <br />■ <br />RIDGE VENT <br />00� <br />ORN <br />125 SH 25 SH <br />0 21 41 <br />�9 <br />0 <br />CLG. HGT.�i <br />-4" WIN/DR HCsT. <br />Im <br />F.F. ELEV. <br />= V A T I O N <br />REAR ELEVATION <br />RIDGE VENT <br />F15ERGLASS FIDERCsLASS <br />SHINGLESSHINGLES <br />23 SH <br />Co" LAP SIDING (PER <br />SPECIFICATIONS) <br />25 SH <br />25 SH <br />F T S I D E <br />WIN/DR. HGT. <br />0 MEN Elm MEN <br />7i.nnA i FI= 0== I ro" LAP SIDING (PER <br />..r ' <br />l.4 O'l3MP"' <br />. tH10 0 ODE <br />G0 <br />P eVjcW ()�� /r` �� For SI: 1 inch = 25. 4 mm. <br />a. Wood siding of thicknesses less than 0.5 inch shall be placed over <br />pI ,1nN��ZF sheathing that conforms to Section 2304. 6. (HVHZ, see Section 2322) <br />+-i( b. Exclusive of texture. ytr {-'V c. As measured at the bottom of decorative grooves. <br />E V A T I O N <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 />0.625 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 cotta (anchored) <br />1 <br />Terra cotto (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 />-4" <br />cV N <br />M 00 <br />O O <br />c� •d- <br />O O <br />Q. 2 <br />LJ F- <br />m <br />m 0 <br />LEI <br />3 U <br />Q LtJ <br />CK 7- <br />0 U <br />O to 00 <br />coN <br />M I <br />a00 M <br />\- a W ti co M <br />W <br />Z <br />(L <br />V, a� qW>, <br />qAo <br />o 04 4 <br />T q <br />i <br />G C <br />t lG)I' <br />_ d. 16 ounces per square foot for cold -rolled copper and lead -coated <br />U <br />copper, 12 ounces per square foot for copper shingles, high -yield copper <br />C <br />and leadcoated high -yield copper. <br />- <br />_ <br />SECTION R704 <br />O <br />0 <br />INSPECTION FOR TERMITES <br />O <br />0 <br />In order to provide for inspection for termite infestation, clearance <br />�p <br />between exterior wall coverings and final earth grade on the exterior of <br />%a <br />building shall not be less than 6 inches (152 mm). <br />C <br />L1 <br />Exceptions: <br />to <br />1. Paint or decorative cementitious finish less than � inch (17.1 mm) <br />O <br />� <br />thick adhered directly to the masonry foundation sidewall. <br />2. Access or vehicle ramps which rise to the interior finish floor <br />N <br />elevation for the width of such ramps only. <br />C <br />B <br />3. A 4-inch (102 mm) inspection space above patio and garage slabs and <br />1 <br />c!J <br />co <br />entry areas. <br />V) <br />4. If the patio has been soil treated for termites, the finish <br />L <br />elevation may match the building interior finish floor elevations on <br />N <br />masonry construction only. <br />C <br />5. Masonry veneers constructed in accordance with Section R318.4. <br />0 <br />O <br />O N T E L M V A � 1 O R319.1 Address identification. Buildings shall be provided with approved address <br />rw RN identification. The address identification shall be legible and placed in a position that <br />is visiblefrom the street or road fronting the property. Address identification characters <br />E31A shall contrast with their background.Address numbers shall be Arabic numbers or <br />alphabetical letters. Numbers shall not be spelled out. Each character shall be not less <br />than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). <br />Where required by the fire code official, address identification shall be provided in <br />additional approved locations to facilitate emergency response. Where access is by means of <br />a private road and the building address cannot be viewed from the public way, a monument, <br />pole or other sign or means shall be used to identify the structure. Address identification <br />shall be maintained. <br />U <br />N <br />O <br />N <br />2 <br />C� <br />fr <br />.O <br />U <br />Thomas L <br />Digitally signed by <br />Signed and sealed by T.L. Hanson PF � <br />�4 <br />Thomas L <br />using a Digital Signature and date. \; NvysO�i/' <br />Printed copies of tits document <br />Hanson:A01410 <br />Hanson:AO1410D00000 <br />are not considered signed and <br />D000001 77EF31 <br />177EF31 B4E000015ADA <br />sealed and the signature must be <br />Date: 2021.05.24 <br />verified on any electronic co to <br />B4E000015ADA <br />08:41:11-04'00' <br />N <br />Q� <br />�l <br />LL <br />O <br />0 <br />O <br />( <br />�A <br />�9 <br />PROJECT N0. <br />2m21-11 <br />DWG N0. <br />15 104 "1,) <br />
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