6251 Ft King Rd - Laserfiche WebLink

Browse Search

I 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 0.0162 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 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 —place or precast concrete 0.375 b nominal Terra cotta (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. 3' •6" LUIN/DR. HGT. W FF. ELEV. , —GLG. HGT. —/ — — — — — — — — — — — — — / — — — — — / i ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I \ \ I I I \\ --T — — — — — — — — — — — — — — — --------__-------------------------------------------------------------------- — LUIN/DR. HIGT. 910 I r------ I I I I I I I I I II II /�'/ I II I II I I I II II II II II II II II I I I II II II II I I I II II II II III II II II III II I I II II II I II I I I I I I II I I I /i// II II I I I 5050 H51 II I II I JI II II II II I I I II II I I I I I I II II I I i n 5050 H51 JI II II I I I I I I I I I I I I 5f050 H5J1 JI II II I I I II III II I I I II III II I I I I I I II III II II III II 5050 H§I JI n n II I I I I I I I I 5050 H51 II I I I I JI L=-__r _=-J L___-r—==_J II WNW II L----r ---J re/ I I I I I I II II II II II III II II III II I I I I I 1 I I — FF. ELEV.— 70 I — — — — — — — — II II — — II ------II II III II — — — — — — 116m6a Ca.D.11l - II — — — — — — — 0 2'-8° 5-4° I H 7 B I 1:� E E �( I SCALE: 3/1(o _ 11 _ 0 11 FIBERGLASS SHINGLES Port-Gochere 9 iv I GLG. HGT. � I I I I I WIN/DR. HGT, I I I I I I 1 I I I I I I I — FF. ELEV. 0 2'-8" 5-4II CEMENT .. T€XTUf2E FINISH ---------------------------------- - — — — — — — — — — — \),X� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ \ / 1 II II II II II II II II II II II II II II II III II II II II /�' I II II II II II 11 II II II II II II 11 II II III II 11 II II III II 115050 HSII nll 115050 HSII III II II 1 1 ^� i L --- J L 050 HSJI 15050 HSJ� JI nil!, L5050 HSI — -- JI ---- — uIl ---- ---- — — — — ulllu ---- --- II II II III II � II II II III II I I I II II II III II I I I II II II III II -- �fp68 G.D,I I 1 — . — . _ — . — . — L -- --J — . — — . — — . — — . . — L-- — -- — J SCALE: 3/1(o_ 11 _ 0 11 L E v A T I O N z U 0 o U N In ❑ 0 Ga W N W U AS tea m 1 _� vv o c_ lv IL 17 gSTF LIJ go /�/ J a N CD m � a t z 0 U N Q U U Li 0 W E I d/ z O -1 ca = W J U U I W _ U P Z Q W q J w Q r (U n I L7 � 3 CiJ Q� P� Z ClJ Z Z Z r- Ell 3 o ti O CU Fl � m Z W '22: z z 3 O z W _ j 7 Li a z W = U T V�/ Lu W Zo W O N zu �� _ Lr, J _ LLj CiV m =aV o� LU zw Wo nN �Zvzr z r� >LQ a"tWC) Chd z Q� Zm z oz O -- (� W z O� z �� Ww z� �� Qoo,_Joi) z W M =r Lc-') J O z F- T aWry)"� � p < J I-L�ao�