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TABLE R 1405. 2 MINIMUM THICKNESS OF WEATHER COVERINGS COVERING TYPE MINIMUM THICKNESS (inches) Adhered masonry veneer .025 Aluminum siding 0.019 Anchored masonry veneer 2.625 Asbestos —cement boards 0,125 Asbestos shingles 0.156 Cold —rolled copper 0.0216 nominal Copper shinglesd 0.0162 nominal Exterior plywood (with sheathing) 0.313 Exterior plywood (without sheathing) See Section 2304.6 Fiber cement lap siding 0.25 c Fiber cement panel siding 0.25 c Fiber cement panel siding 0.25 c Fiberboard siding .05 Glass —fiber reinforced concrete panels 0375 Hardboard siding c .025 High —yield copperd 0.0152 nominal Lead —coated copperd 0.0216 nominal Lead —coated high —yield copper 0,0162 nominal Marble slabs 1 Particleboard (with sheathing) See Section 2304.6 Particleboard (without sheathing) See Section 2304.6 Precast stone facing 0.625 Steel (approved corrosion resistant) 0.0149 Stone (cast artificial) 1.5 Stone (natural) 2 Structural glass .344 Stucco or exterior Portland cement plaster Three —coat work over: Metal plaster base 0.875 b nominal Unit masonry 0.625 b nominal Cast —in —place or precast concrete 0.625 b nominal Two —coat work over: Unit masonry 0.5 b nominal Cast—in—ploce or precast concrete 0.375 b nominal Terra cotto (anchored) 1 Terra cotto (adhered) 0.25 Vinyl siding 0.035 Wood shingles 0.375 Wood siding (without sheathing) 0.5 . Lead —coated copper d 0.0216 nominal For SI: 1 inch = 25.4 mm. a. Wood siding of thicknesses less than 0,5 inch shall be placed over sheathing that conforms to Section 2304.6, b. Exclusive of texture. C. As measured at the bottom of decorative grooves. 12 MATCH EXISTING —CLG. HGT. OL T 3,-b" a� WIN/DR. HGT. FF. ELEV.If1 ---------------------------------- - —CLG. HOT. OgL— — — — — — — — — — — — — — — — - --i r---� - - - - - - - - ' I- I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — I I I I I I \\ \ I \ WIN/DR HOT. �' it r li i// I�i forte-Cochere it i li i// li it i Ii r'// li it i lir/�li it r li i% l I I I I I I � II II II I I I I II II II II II I I II II II II I II II I I II II I II II I I II II I II III II II III II I I I II II II II I I I I I I I II II �%'/ I II II II � %' I I I I II II II L5050 H51 JI II II II II II II II I I II II II II II rll 15050 H51 II II I II JI II II II I I II II L050 H5 II II I II JI II II II I I II II ILrp5(d H61 II II I II - JI II III II II III II II III II I �IIh II II II II II I I I II II II L5050 H5I JI -_ - AN II L____r I I I I I I �; I I I I II II II II II II II III II II III II II III II I I I I I I � — FF. ELEV. I I I I I I — . — . — . — . — . — . II II II II — — — — . — . — . — . — — — . — . — — — — — — — — II III II — —11� III II — — _ — — — — — — — — — — 0 2'-5" 5-4" FIBERGLASS SHINGLES Porte-Cochere 0 iA r I —CLG. HGT. I I I I I I WIN/DR. HGT. I I I I I I I I I I I I I I — FF. ELEV. 0 2'-8" 5-4" SCALE. 3/1(o= 11_011 I I I I '• CEMENT' I TEXTURE FINI5H \a I I ' I , I I /i II . I I L E v A T I O N ------------------------------------------------------------ 01 '_ — — — — — . — �`� — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . _ . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . \ 01 \ li ---il �/\ il I I I I I I I I I II III II I I I I II II II II II II II II II II II II III II �I I� I� f/ ii'//// I II II II � II II II II II Ij jl jl I� �I �I II III II II II II ��' I II II II II II II II II II II II II II II II III II II II II I I I II II I I I I I I I I I II III II I I I I I I 115050 H I I IL5050 HSI ___ �I II uII IL5m50 H51 - -- JI 1I,5050 HS��=== JI IL050 Hs�l - -- JI II III uIl --- ---- ---J II ON II ---- - I II II II III II I II II II III II I II II II III II II II III II �OSg Gp lli SCALE: 3/1� _ 1�_� ELM V A T I ON z U 0 a C3 o U (U 0 0 L7 W H W � m O � h Q M. M 3 0 Z LL C U r_ a) U a L m 78 o a _ m w C -0 o .. z o U_ m c a) ca = C; F a 03 m CD '0 t ?L V W Lj z J L7 I z W w (a ]- U W J f W U U r as � z Li ca Li Lo W F- q ca I z r 3 � Q� Cl Z z U I 3 0 CD 0 A � W a D z ae zbi 3 Z O L7 wIV) a w =h >- 0 w W ON J W W OV H � O �z� N _ p J W N � r J V m =Oa(nLn W zw z z (n C*,W J u W h W z T N Qod J��M z Q � Zm Z Z O z O/ (� w Z / Jof OON - v / Z WWQ �=�W" U Lo Q m W :�a_ WN T i nn LL t--L�aq� F-