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III <br />Q <br />i - -T <br />FRI OVIDE MIN11"(l!M ]roll 20 GA VALLEY FLASHING AT ° <br />ALL ROOF CHANGES AND SIDE WALL AREAS F'EF � <br />F5C 1012.E� !§R_103 _15. -103.0., e03_2 AND 90-5 PLACE ° <br />GOOF CEMENT COATING AT WOOF DECKS EDGES OF ° <br />FLASHING AND ALL L,4f=5. NAiL FLASHING WITH 1 112'' ° ° <br />FROOF NAILS 12'' OC ° ° <br />% O <br />i° <br />N <br />Frame Wall <br />SiLL <br />IH <br />SIDE WALLS OF GHIt-IN <br />/ <br />Y i"ilNiMUi"i £3"X8" 2& GA ANGLE <br />° °jOil S 1 EF' FLASHING, SEE NO- <br />°// <br />0 <br />ROOF DECK AT SIDE WALLS <br />WINDOU) 4 D00.R 1 45T IN <br />2011 Flarlda ulldln�Gcdn NOTFga <br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL <br />BE TESTED IN ACCORDANCE WITH AP451/AMMA/NIWWDA <br />101/152 STANDARD AND BEAR AN AMMA OR WDMA <br />LA5EL INDICATING:, MANUFACTURERS PERFORMANCE ANC? <br />APPROVED PRODUCT TErv-TiNGs ENT1 T i , IN ACCORDANCE <br />WITH 201'1 Florida Bulldine Code, SECTION 1101,A.2.1 <br />2. ALL EXTERIOR DOORS AND WINDOWS, SHALL BE <br />ANCHORED IN ACCORDANCE WiTH MANUFACTURERS <br />SPECIFICATIONS, IN ACCORDANCE WITH 2O11 FLOP;DA <br />BUILDING CODE 1101.41 <br />3. WINDOWS AND DOORS FASTENED TO FUCK STRIPS <br />LESS THAN 1 1/2" SHALL BE ANCHORED THROUGH <br />THE JAME TO THE STRUCTURAL 51185TRATE, IN <br />ACCORDANCE WITH 2O11 Florida Bulldin!a Code_ 1101.4.42 <br />4. WINDOW AND DOOR MULLION A55EME3LiE3 SHALL 5E <br />DESIGNED AND TESTED TO TRANSFER 1.5 TIMES THE <br />INDICATED DESIGN LOADS, TO THE STRUCTUfi L SUBSTRATE <br />IN ACCORDANCE WITH, 2011 Florida Building Code <br />1101,4 7.1 AND 1101ABA. <br />aw MINI <br />11RIM1711 <br />A I I M'@GT"""fl `i OF <br />WINE)OW TO Fib,4M <br />W,4LL TO 5E FEfR <br />M,4NUF,4C:TU S <br />OMMENDATICAN. <br />k <br />e S <br />c^: <br />TABLE R301. <br />MINIMUM UNIFORMLY D I S - _\ I BU TED L VE LOADS <br />(in pounds per square foot) <br />UJ I <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 />Balconies (exterior) and decks e <br />30 <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 Sl: 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 ar-e 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. ihis 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 tillers shall be designed to withstand a <br />horizon_ally 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 />me t : <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 sliall 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 />Signe i to l �ralcd i '1' .. lin mi ]IF, <br />Digitally signed j�Thomas L <br />using ti)i irvlSign wfcmtict,r <br />Thomas L Printed eclteaofthi I eurrtcnt �T; ' <br />idi�SCi:%�fl� 4� <br />Hanson:A01410D00000 `' "°' `O° ' I"� i ' °"t"nd <br />alc I uut the si nMme nui t be <br />D000 01%7EF31 177EF3134E000015ADA will,i on anpalcetI nice, <br />Date: 2022.04.12 +; r- <br />B4EO0 015ADA 14:37:02-04'00' <br />n <br />D <br />0 <br />C? <br />U) <br />v <br />v <br />I` <br />0 <br />v <br />c' <br />o' <br />C <br />N <br />O <br />N'I <br />Q� <br />zj <br />CD <br />n <br />0 <br />— —7T It -r I -. <br />T _ -- <br />