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.. I I I I 1 11 I !. 11111 111111 I'll fill 11 r'1 1 11 11I1. : _ I I I III I I I tl 1 1 1 I 111 I"dm7S!1JILH !!.' .Lill I <br />Y <br />Q � <br />H <br />Z <br />73 <br />PROVIDE MINIMUM 16" 2(o GA VALLEY FLASHING AT <br />ALL ROOF CHANGES AND SIDE WALL AREAS PER <br />FBC 10-1.2.5 /R103.1.5. -103.8., 903.2 AND 1305 PLACE <br />ROOF CEMENT COATING-,: AT ROOF DECKS EDGES OF <br />FLASHING AND ALL LAPS. NAIL FLASHING WITH 1 1/2" <br />ROOF NAILS 12" OC <br />Frame Wall <br />SILL A <br />H <br />UNIT DIMI=NSION <br />WIDTH <br />JAMB <br />/ ° <br />0 <br />0 <br />0 <br />° ° <br />° <br />0 <br />0 ° <br />° ° <br />0 <br />0 <br />SIDE WALLS OR CHIMN <br />MINIMUM S"XS" 26 GA ANGLE <br />OR STEP FLASHING, SEE N01 <br />ROOF DECK AT SIDE WALLS <br />t-, ' I TYP. ROOF FLASHI <br />WINDOW < DOOR FASTENING <br />2011 Florida Building Coda NOTES <br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL <br />BE TESTED IN ACCORDANCE WITH ANSI/AMMAJNWWDA <br />1CM62 STANDARD AND BEAR AN AMMA OR WDMA <br />LABEL INDICATING, MANUFACTURERS PERFORMANCE AND <br />APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE <br />WITH 2O11 Florida Building Coda, SECTION 1101A2.1. <br />2. ALL EXTERIOR DOORS AND WINDOWS, SHALL BE <br />ANCHORED IN ACCORDANCE WITH MANUFACTURERS <br />SPECIFICATIONS, IN ACCORDANCE WITH 2O11 FLORIDA <br />BUILDING CODE 1101.4.1. <br />3. WINDOWS AND DOORS FASTENED TO BUCK STRIPS <br />LESS THAN 1 1/2" SHALL BE ANCHORED THROUGH <br />THE JAME TO THE STRUCTURAL SUBSTRATE, IN <br />ACCORDANCE WITH 2O11 Florida Building Coda. 1101AA.2 <br />4. WINDOW AND DOOR MULLION ASSEMBLIES SHALL BE <br />DESIGNED AND TESTED TO TRANSFER 15 TIMES THE <br />INDICATED DESIGN LOADS, TO THE STRUCTURAL SUBSTRATE <br />IN ACCORDANCE WITH, 2011 Florida Building Code <br />1101A5.1 AND 1101A5.4. <br />ATTACHMENT OF <br />WINDOW TO FRAME <br />WALL TO BE PER <br />MANUFACTURERS <br />RECOMMENDATION. <br />DEOrAl <br />ALL WIDT <br />DOOR ANCHOR4arm (FR4MV <br />REBAFP, IDETAIL <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 />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 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 />c <br />C <br />c <br />C <br />c <br />a <br />c <br />C <br />C <br />Signed and scaled by1'.1 1lansolsPE •••;t',lunl <br />Thomas L Digitally signed by <br />using a I ligital Signature and date, <br />Thomas L Printed n,pic:. ul Ill is dorunsenl r> <br />Hanson:AO1410 Hanson:A01410D00000 ""'""`"""'de"`1slgned '" ;✓�` <br />sealed awl Ibe slgualure mull be : w <br />D00000177EF31 177EF31B4E000015ADA y sn :u <br />vc•ndied uu:ui cicitruui: m . -. <br />Date: 2021.12.15 <br />B4E000015ADA 08:50:46-05'00' <br />I <br />I <br />I I I <br />I I 1 <br />