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—i--------------------------------------------------------------------------------i— I I I I I I I I I I I I I I I I I I I I ___—__ _ __ _ _ _ ___________________________________________� L—�-- — —--7—J----- --- --- — -- — ——T— -- -- — -- ---- -- ---- -- — -- — WIN/DRHCxT_ OL I I --—-—-—-—-—- — --.—I I rr==�Tr=��-I rr_=_==_=1 I r-- __ _—_ -- I IC _ _ ----DIE ___ ----CI IC----�I I I rr= =�1 I I III-----�I�----�I I IIIII /1'\IIIII Ir\ -lIrI \ I \_ II------ N� ��Ir ===SIC=C1 �VIICIC �I � III Imo_ � I IC====SIC---=Cl �� 11 I I�� I 11 I I�== IC----�� __ I I III II II II INII I I %�,-�\— -- =� fl I III I I I I I I I I III I� AWN \I �� \ I I I I ALLN FF.ELEV.IL �.--------- III — — — — — — — — — v A T I O IN ■ -r---------------------------------------------------------------------------------I- -j MATG 1 EXISTING I I I I 12 'T {� I I � � I I I I � � I I I I I GLG. HGT. — - -- ——T17- — -- ---- — — — -- ---- -- — -- �� WIN/DR HCsT_ r- --- -- -- I � —I�r� i IE-----�I I I II ��VL II I ILA �IIIL -- �j I �-- L-----J I 111 I`r 31 III BSPECIFICATIONS) III II II II I I III ��—*—'-- IIIII IIII II III JL JL J II LL A IL-4 II FF. ELEV. — — — — �� . II I. — . — . — . — ---- -- ---- --- 1��'�/� ff r-r_ vATION —_1-------Gam — - — _ _� E—T— _ - — - — - — - — - — - — - — - — - — - — - — - — - — _ _ - — — �- — — =J------------T—� — :_____� CLCs. HCzT.— — -- -- -L- I I I I WIN/DR HGT_ I f�_==_____ rr =___�� r�=== =�� I rF =-1 1 — I IE-----�I I II II II 11 I IL-- JI II�--_--�I I I CIL3-2 11 II II 11 I �T—lI SH-i I II --_—_—_--A I I I I�j�—_---il I II II II II I I L24 SH _j ILL24 SH JI I I I I — — — - - — — --� I I I I I \ I �\ 1—.--- I I I I+ F.F. ELEV. — i*r=rr;' HEIR ICsNT SIDE rz B1° rz X 1 ST 1 ING E V A T I O N --------------- �� — — — — — �C-ONV. FRAMING CD E— -- ------------------- -- ---L- . - . - . - I FC� 01 I II----//-�I r� I 1 It I IL--- I IL24 SA I I =�I --_— I L---- _j / 25 SH I 0 2' 4' N T 5 I D PRE-ENGINEERED ROOF TRUSSES FIBERGLA55 SHIN6GLES vATION I 54B SIDINCx (PER SPECIFICATIONS) GLG. HGT. WIN/DR. HGT. cp a1 / F.F. ELEV. — TABLE 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 (HVHZ, see Section 2322) Fiber cement lap 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 -coated copperd 0.0216 nominal Lead -coated high -yield copper 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 Precast stone facing 0.625 Steel (approved corrosion resistant) 0.0149 Stone (cast artificial anchored) 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. 625b 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 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. (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 leadcoated high -yield copper. SECTION R704 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: 1. Paint or decorative cementitious finish less than 8 inch (17.1 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 constructed in accordance with Section R318.4. ALL WC)K HCooeswio,� NO THE L�t�Tfil� �ol G � C�w � a� CITY OF ZEPH r; O N O N H- 2 C� o' r n O U