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0 <br />0 <br />° <br />PROVIDE MINIMUM lro" 2ro GA VALLEY FLASHING AT ° <br />ALL ROOF CHANGES AND SIDE WALL AREAS PER O <br />F15C 1072.E /R1031.5_ -703.8., 903.2 AND 905 PLACE O ° <br />ROOF CEMENT COATING AT ROOF DECKS EDGES OF ° <br />FLASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" O ° <br />ROOF NAILS 12" OG O ° <br />O O <br />0 <br />0 <br />O <br />0 <br />o ° <br />0 <br />O <br />O <br />0 <br />0 <br />° <br />0 0 <br />° <br />° <br />SIDE WALLS OR CHIMN <br />MINIMUM 8"X5" 26 GA ANGLE <br />OR STEP FLASHING, SEE N07 <br />ROOF DECK AT SIDE WALLS <br />.i.-�, I I TYP. ROOF FLASH <br />DETAI <br />TABLE R301. 5 <br />MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS <br />(in pounds per square foot) <br />USE <br />LIVE LOAD <br />Uninhabitable attics without storage b,g <br />10 <br />Uninhabitable attics with limited storage b,g <br />20 <br />Habitable attics and attics served with fixed stairs <br />30 <br />Balconies (exterior) and decks e <br />40 <br />Fire escapes <br />40 <br />Guardrails and handrails d <br />200h <br />Guardrail in -fill components f <br />50h <br />Passenger vehicle garages a <br />50a <br />Rooms other than sleeping room <br />40 <br />Sleeping rooms <br />30 <br />Stairs <br />40c <br />For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm2, <br />1 pound = 4.45 N. <br />a. Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-inch area. <br />b. Uninhabitable attics without storage are those where the maximum clear height between joists and rafters is less than 42 inches, <br />or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches <br />high by 24 inches in width, or greater, within the plane of the trusses. This live load need not be assumed to act concurrently with <br />any other live load requirements. <br />c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting over an <br />area of 4 square inches, whichever produces the greater stresses. <br />d. A single concentrated load applied in any direction at any point along the top. <br />e. See Section R502.2 for decks attached to exterior walls. <br />f. Guard in -fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a <br />horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently <br />with any other live load requirement. <br />g. Uninhabitable attics with limited storage are those where the maximum clear height between joists and rafters is 42 inches or <br />greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 <br />inches in height by 24 inches in width, or greater, within the plane of the trusses. <br />The live load need only be applied to those portions of the joists or truss bottom chords where all of the following conditions are <br />met: <br />1. The attic area is accessible from an opening not less than 20 inches in width by 30 inches in length that is located where the <br />clear height in the attic is a minimum of 30 inches. <br />2. The slopes of the joists or truss bottom chords are no greater than 2 inches vertical to 12 units horizontal. <br />3. Required insulation depth is less than the joist or truss bottom chord member depth. <br />The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not <br />less than 10 lb/ft2. <br />h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be applied to <br />each of the concentrated loads applied to the top of the rail, and to the load on the in -fill components. These loads shall be <br />determined independent of one another, and loads are assumed not to occur with any other live load. <br />9 <br />SEE ELEVATIONS <br />FOR ROOF SLOPE <br />26 GA_ PERMA-GLAD METAL ROOF OVER PEAL N STICK <br />ROOFING MEMBRANE ON 1/2" PLYWOOD OR 055 w/ <br />H-CLIPS) ON lx4's a 24" O.G. (FOR NAILING <br />SCHEDULE SEE SHEET 525) <br />I"x 4" SYP NAILED 3" 0. C. 08 RS..131 <br />2"x 6"74G SYP SOLID WITH 2-3" <br />DECK 5CREEWS EACH JOIST / <br />Vl <br />O <br />w <br />w <br />w <br />w <br />1Y <br />Q <br />Q <br />F <br />ALUM. DRIP EDGE <br />TE HGT. 2X6 SUB FASCIA - <br />ALUMFASCIA E <br />SOFFIT <br />SIMPSON HETA 20 OR EQUAL <br />INSTALLED PER MFGR'S SPEC. <br />Uplift is less than 1&10 lbs. <br />COLUMN - CM.U.'s <br />FF. ELEV. (HOUSE) <br />05's a 12" O.C. EA. WAY <br />SIMPSON LSTA12 <br />2x8" 19 24" O.C. <br />SIMPSON H10A Uplift is less than 13401bs. <br />— (2)2X 12's w/l/2" FLITCH PLATE <br />CEMENT TEXTURED FINISH OVER CMU'5 <br />(2) 05 REBAR CONT. FROM FTG. <br />TO TOP COURSE <br />03 TIES 0 10" O.G. (MAX.) START <br />* 5" OFF FTG. AND NO MORE <br />THAN 5" FROM TOP BEAM <br />3000 PSI CONCRETE <br />i,�-.�, I I I COL. DETAIL (REAR PORCH) <br />WOOD BEAM <br />SEE ELEVATIONS <br />FOR ROOF SLOPE <br />SHINGLES PER SPECIFICATIONS <br />(w/ 6 FASTENERS PER SHINGLE) OVER <br />ROOFING FELT ON 1/2" PLYWOOD OR <br />055 W/H-CLIPS ON PRE-ENGINEERED <br />WOOD TRUSSES a 24"O.C. <br />(FOR NAILING SCHEDULE SEE SHEET 525) <br />HURRICANE ANCHORS <br />ALUM. DRIP EDGE <br />2X& SUB FASCIA - <br />Q2; <br />lmpso Strong-tieAC& or <br />stall d per manufacturer. <br />Upli at columns = 4410 <br />rox 6 WOOD POST <br />(2) 2x 8's w/ 1/2" <br />PLYWD. BETWEEN <br />(SIZE MAY VARY <br />SEE ROOF PLAN) <br />SEAM a END J I <br />OF PORCH <br />611--.w, 12 I SIDE CC\/5R SECTION <br />SIMP50N LSSU28 <br />U <br />C <br />a <br />0 <br />O <br />c <br />rn <br />Cn <br />0 <br />0 <br />a� <br />c <br />0 <br />u7 <br />a� <br />C <br />L_ <br />0 <br />U <br />00 <br />O <br />cV <br />CL <br />U <br />