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HC%T - - - - - - - - - - - F F- - - - - - - I IF - - - IF L I _j I MATC H EX. 4 L I I eTUCCO j LL �.E L E�' oorob 6.G.D) Laq)ros s.G.D. :. ELEV. 4�zk I - - �11 � _j I _j L�� L 12 TO MATC;1�4 EX15TING 3"ALUMINIUMSANDLUICP PANEL 1'- 4 -r r' IC-r EX, 0 2' 41 R rm 4 R rz L. rz \/ 4 or A_W� PROPOSED TOMATC MATC ---------- -------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - _j T r- F ------ 1 IT ----- T1 QWE $H _j _W Q LIH _j L - - - L - - - a ------ -------- * I ' ' I . - . WIN/DfR, �4C;T STUCCO FE L F; V m�mm� F T S I C) OL, EX150riNa ----------------------------- - - - - - - - - - - z F15ERGLA56 SHINGLES z eL 7 FIBEFRGLASS SHINGLES ------ ---- 7 - - - - - - - - - - 1?6 T MATCH E�. F - - - - - T1 A\ STUCCO I I Q) 2WE 5H _j 11 F 0 2' 4' L E P T 5 1 D PROPOBEn E \/ 41 7 1 0 N TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS COVERING TYPE MINIMUM THICKNESS (inches) Adhered masonry veneer .025 Aluminum siding 0.019 Anchor ed mosonr y veneer 2. 625 Asbestos -cement boards 0. 125 Asbestos shingles 0.156 Cold -rolled copper D.D216 nominal Copper shinglesd 0.0162 nominal Exterior plywood ( with sheathing) 0. 313 Exterior plywood (without sheathing) See Section 2304.6 (HVHZ, see Section 2322) Fiber cement lop siding 0,25 c Fiber cement panel siding 0.25 c Fiberboard siding 05 Glass -fiber reinforced concrete panels .375 Hardboard siding c .025 High -yield copperd 0.0162 nominal Lead-coa ted copper d 0.0216 nominal Leod-coated high -yiel dcopper 0.0162 nominal Marble slabs 1 Particleboard (with sheathing) See Section 2304.6 (HVHZ. see Section 2315. 1. 11) Particleboard (without sheathing) See Section 2304.6 (HVHZ. see Section 2315.1.11) Porcelain Tile 0. 025 Pr ecasts tone facing 0. 625 Steel (approved corrosion resistant) 0.0149 Stone (cost artificial anchored) 1. 5 Stone (natural) 2 Structural glass .344 Stucco or exterior Portland cement plaster Three -coat work over: Metal plas ter base 0.875 b romino I Unit mosonr y 0.625 b nominal Cast -in -place or precast concrete 0.625 b nominal Two -coot work over: Unit mosonr y 0.5 b nominal Cost -in -place or precast concrete 0. 375 b nominal Terr ocottc( anchored) I Ter"ro cotLa (adhered) 0.25 Vinyl siding 0.035 Wood shingles 0. 375 Wood siding (without sheathing) 0. 5 For SI: I inch =25.4mm. a, Wood siding of thicknesses less than 0,5 inch shall be placed over sheathing that conforms to Section 2304.6. (HVHZ, see Section 2322) b. Exclusive of texture. c. As measured at the bottom of decorative grooves. d, 16 ounces per square foot for cold -rolled copper and lead -coated copper, 12 ounces per square foot for copper shingles, high -yield copper and leadcooted high -yield copper. SECHMuPb4scratch coat, setting bed, and precast stone. INSPECTION FOR TERMITES In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches (152 mm). Exceptions: I. Point or decorative cementitious finish less than j inch (17. 1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle romps which rise to the interior finish floor elevation for the width of such romps only. 3. A 4-inch (102 mm) inspection space above patio and garage slobs and entry areas. 4. If the patio has been soil treated for termites, the f in i3h elevation may match the building interior finish floor elevations on masonry construction only, 5. Masonry veneers constructed in accordance with Section R318.4. R319.1 Address numbers. Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or rood fronting the property. These numbers shall contrast with their backgr ound. Address number sshall be Ar ab icnumber s or alphabetical letters, Numbers shall be a mini mumof 4 inches (102 mm) high with a minimum stroke width of 112 inch ( 12, 7 mm). Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. 0 U) CD 0 0