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---------------------------------------------- ----------- CLG. HGT.� 7-----------------------------I---------1-----_T----------------------------------------I I ram__ I I I I I I / I / - WIN/DR, HGT. Porte-Cor-here II II II II II II II li li it I �\\� iil li �I I I I I I I I II II II II II II II II II II II II II II II II II II II II II II II II I I I �� III II II I I I Ili II II I I I II I I I I I I I I I I I I II II II II II II I II �050 H6_ I II II II II L I L050 HsJ I II `�� II II I I I I I I II II II II II II II II I I �, I I I I I I I I I I I i I I I I I I I I II II II II — — — — — — — — — — — — — — — — — — — — I I — — — — — I I I I I I I — — — — �T — — — — — t — I I I I i F. ELEv. — 0 2' 5'-4II No Mr. SCALE: 3/16 : 11 _011 E �0 E \/,4TI0N \ V \___________________________________ \`�-----T--------------- 1\-----------•------------- -----.-- CD� I. / X/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r �--- r---� r- =-r= I-' ___-� r � I ��_ =fir \ ==�T�= =ter =_� .. II II \`�� III II II II II II it II II II II I II II II II �I II I I �I I� II I �I II I I �I I� I I q II �� III I I III II I� ��\\II • " II II II II II II II II II II 11 II "II II II f050 Hsll II I II II 15m50 HS �� I it II ` I `'__=-�I I .. .. II II it II II II II II II II II II II II II II — — _ -- -- — — — — . — . — . — I I I I I I I I I — — — � • . , — — — — — 0 2'-5I' 5'-411 SCALE: 3/1(o'' = 11 _ 0 1� �t El1 1 1� Cs D. CEMENT• • I I TEXTURED I , r I FINISH I • -I 1 I I I I I I I I I I L E v A T I O N 0 0 FIBERGLASS SHINGLES Forte-Cochere TABLE R1405.2 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 lop 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 0.0162 nominal Lead—cooted 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,E 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 —place 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—cooted 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 —7 MATCH EXISTING WIN/DR. HG7. a zis F.F. ELEV. 1403.1 In order to provide For inspection For termite inFesta- tion, clearance between exterior Wall coverings and Fina I earth grade on the exterior of a building shall not be less than ro inches (152 mm). Exceptions: 1. Paint or decorative cementitious Finish less than 5/8 inch (I1.1 mm) thick adhered directly to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior Finish floor elevation For the width of such ramps only. 3. A, 4-inch (102 mm) inspection space above patio and garage slabs and entry areas. 4. if the patio has been soil treated For termites, the Finish elevation may match the building interior Finish Floor elevations on masonry construction only. 5. Masonry veneers. 1/4" TOOLEP JOINT SMOOTH FINISH - BANDS CEMENT TEXTURED FINISH ROUGH FINISk TOOLED SAND DETAIL N.T.S. z U 0 � o 0 N w ❑ o A W H W Q �mw a) c o T o -o a (V 3 0 10 a� 0 O V CD > o a a7 5 c m v o U_ 0 Co U w�+ c w � ro a) v s Z U U Ld Fa U W D_ W z U U Li Q m z 3 ca 0 t,it L M >WM aLL NCq %M L t ■= (D � N L ry .0 a, Y d v o C L.L a� ■� N V) z Q W ¢ H Z W W_ F- J ¢ U F7 W z J z W w z = J L w Q 0_1 a I z 3 C ILJ W D ❑ CU ❑ z z WI U I ❑ wCD C'') 3 o ti cu Q � ❑ W � z fz zLd 3 z 0 LD Li¢ w T UU(LILi d Ld W W W w O N ' mLn 0 " d r � Z M w =oa�co uZ J LLJ z z vi W I` w z u) Z Eke }d N w m Ln GJo�Z� Q� Zm z oz O -� cn W z (\1//3 W W Q 00 N J DO =r w� Z J X F N (NO/ Q MUu� a- w N Z �JOQu7 �Wao�