ADAH

ADAH – 0.1” DEF. All-Directional Pipe Anchor with Base Plate for Bolting All-directional acoustical pipe anchors consist of two sizes of steel tubing separated by a minimum 1/2” (13mm) thickness of 60 Duro or softer neoprene. Vertical restraint shall be provided by similar material arranged to prevent up or down vertical travel. Allowable loads on…

ADA

ADA – 0.1” DEF. All-Directional Pipe Anchor All-directional acoustical pipe anchors consist of two sizes of steel tubing separated by a minimum 1/2” (13mm) thickness of 60 Duro or softer neoprene. Vertical restraint shall be provided by similar material arranged to prevent up or down vertical travel. Allowable loads on the isolation material shall not…

HES

HES – 4” DEF. Pipe Expansion Hangers HES Hangers are installed at riser suspension points to control load shifts as the riser expands or contracts. If a 120 foot(37m) steel riser goes through a temperature increase of 150°F(66°C), the piping will expand 1.4″(36mm). If the piping had an anchor point in the basement, the piping…

WHR

WHR – 0.2” DEF. LDS Ceiling Hangers Ceiling Hangers shall be fail safe and consist of opposed washers sandwiching an AASHTO Bridge Bearing Quality LDS Rubber Element 11/8” thick. Dynamic Stiffness shall not exceed 1.4” nor the corrected frequency 12 Hz. Connections shall be made with 12 gauge wire top and bottom passing through hairpin…

WHD

WHD – 0.20”-0.40” DEF. Range Double Def. LDS Hangers To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength…

RWHD

RWHD – 0.20”-0.40” DEF. Range Double Def. LDS Hangers To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength…

HD

HD – 0.20”-0.40” DEF. Range Double Deflection LDS Hangers To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength…

WDNHS – 2” DEFLECTION

WDNHS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

WDNHS – 1” DEFLECTION

WDNHS – 1” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…

RWDNHS – 2” DEFLECTION

RWDNHS – 2” DEFLECTION To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete…