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- - --- ��I����_��. <br /> CONSTRUCTION ASSEMBLY NOTES , <br /> SEE NOTES ABOUT MOLD, PRESSURE TREATED WOOD AND STAIR� STEPS CONSTRUCTION NOTES <br /> FASTENERS ON SHEET A-1.2 1)MAXIMUM RISE SHALL BE 7-3/4": MINIMUM RUN SHALL <br /> BE 10": HEADROOM MINIMUM SHALL BF 6'-8": WIDTH <br /> SHALL BE 36" MINIMUM. REFER TO FLOOR PL;�NS FOR <br /> FI R E RATED ASS EM B LI ES SCHEDULED STAIR WIDTH, RISER DIMENSIONS, AND TREAD <br /> DIMENSIONS. <br /> REFER TO SHEET 2-1 FOR FIRE/OCCUPANCY SEPARATION 2.) HANDRAILS TO HAVE ENDS RETURNED TO WALL OR <br /> REQUIREMENTS BETWEEN GARAGE AND LIVING SPACE NEWEL POST AND PLACED MINIMUM 34", MAXIMUM 38" <br /> ABOVE TREAD NOSING. <br /> � SHINGLE-OVER ROOF RIDGE 3.) THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT <br /> VENT: SEE ROOF PLAN FOR WALL C 0 N STR U CTI 0 N N OTES LESS THAN 1-1/2" NOR MORE THAN 2" IN <br /> ALL LOCATIONS CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL <br /> TYPICAL EXTERIOR WALL CONSTRUCTION: PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE . <br /> ROOF SLOPE PRE-PRIMED & PAINTED CEDAR OR HARDIE-PLANK LAP SIDING / HANDRAIL GRIP PORTION OF HANDRAILS SHALL HAVE A <br /> SEE ROOF PLAN FOR ROOF SLOPE CEDAR SHINGLES OVER 2 LAYERS 60 MINUTE BUILDING PAPER SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS <br /> - INFORMATION (OR VAPROSHIELD) OVER 1/2" FXT. PLYWOOD (OR 7/16" PROJECTING FROM A WALL SHALL HAVE A SPACE OF NET <br /> LESS THAN 1-1/2" BETWEEN THE WALL AND HANDRAIL. <br /> — PRE-ENGINEERED ROOF TRUSSES O.S.B.). SHFATHING OVER 2x6 STUDS � 16" O.C. W/ R-21 BATT 4) WHEN DECKS, LANDING OR PORCHES ARE MORE THAN <br /> O 24" O.C. - SEE S7RUCTURAL INSULATION AND 1/2" PTD. GWB OVER .006 MIL VISQUEEN 30" ABOVE GRADE, PROVIDE GUARDRAILS NOT LESS THAN CARL J. COLSON m ARCHITECT PLLC <br /> =--- <br />