6107 Silver Oaks Dr (3) - Laserfiche WebLink

Browse Search

MASONRY WALLS 0 01 CONRETE MASONARY UNIT SHALL BE HOLLOW UNIT MASONARYIN ACCORDANCE WITH ASTM C-SO AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I. 02 MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR 5, 03 REINFORCING STEEL SHALL BE GARAGE 40 MINIMUM AND IDENTIFIED IN ACCORANCE WITH ASTMA-615.LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR 3011 FOR 06 REBAR AND 36" FOR 01 REBAR. 04 GROUT FOR POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. ( WHEN TESTED PER ASTM C-101S) 05 PROVIDE CLEAN OUT OPENINGS (12 SQ IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT, GLAZING GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF- 01 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMEBLIES, 02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET. 03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE lS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE. 04 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN THOSE LOCATIONS (B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE THE 2004 FLORIDA BUILDING CODE RESIDENTIAL -SECTION R308 FOR ADDITONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING 14'-O" 20'-0" -4" 6'-an l0'-O" 10'-011 THE BUILDER WANTS 8" BETWEEN THE UNITS r DESIGN PRESSURES THE DESIGN WIND PRESSURE RATINGS ARE LISTED FOR EACH OPENING.THE WINDOWS AND DOORS CHOOSEN BY THE HOMEOWNER OR CONTRACTOR WILL NEED TO MEET OR EXCEED THESE PRESSURES LISTED BY EACH OPENING, THIS MANUFACTURERS INFORMATION WILL BE REQUIRED BEFORE ANY INSTALLATION OF THESE PRODUCTS. tn N N A m" O m R. S. HALE' ATTIC VENTILATION PAGE 3 DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 OFFICE FAX 352-588-2342 P 0 BOX 1325 SAN ANTONIO FLA, 335-16 EMAIL: Han ley06ivembargmail.com FOR GABLES OR HIP ROOFS VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN.