19-21989 - Laserfiche WebLink

Browse Search

w ARMOR SCREEN PROBOND SERIES W Z o 0 GENERAL NOTES: LIMITATIONS OF USE: o F= c v E a This Flexible Wind Abatement/Impact Protection System is for use within and outside Maximum Span 113" Z W o o the high velocity hurricane zone(HVHZ-Miami-Dade&Broward Counties).Separation Maximum Non Span Unlimited,Utilizing side overlapping details,page 3 m0 ut o" Go from glass is required only when system is installed within wind zone 4,high velocity Maximum Design Pressure +60 /-60 PSF W W W `o 6 to hurricane zone and on essential facilities. •Span(anchor span)equals the distance between the primary rows of anchors on ° n U w (D o Z w 0)co . •The design loads are calculated in accordance with ASCE-7 per the Florida Building opposing sides of the screen and when calculated with negative wind pressure, u1 ZLu = r Code 6th Edition(2017)and ASCE/SEI 7-10 per allowable stress design(ASD).Testing determines fastener size and spacing. "Opening Span"is equal to the opening size of the 0 O fLO O •meets the current Florida Building Code;TAS 201;TAS 202;TAS 203 and fulfills its protected opening and when calculated with the positive wind pressure,determines the a N requirement for opening protection. deflection for HVHZ applications. Refer to page 8 for Deflection Table. < •The unbreached envelope criterion is met when this approved wall component encloses the protected opening all around. INSTALLATION NOTES: •The open areas in the Armor Screen Fabric are small enough that the surface tension a Deflection is the minimum glass separation measured at mid span of the screen and < of water causes the barrier screen to become solid in the presence of rain,and in actual subject to interpolation between listed spans(see tables on page 8).Separation hurricane conditions has been shown to prevent damaging voluminous water intrusion, offset may be achieved alone or by any combination thereof,Natural Deflection, U even from torrential rains. Angled Style Screens,Stone Bars and Pneumatic Devices. J a •Has satisfied checklist#0445 for resistance to burning,smoke,ignition,temperature, •Screen may be mounted with opposing primary anchored perimeters(span)in vi LO c and weathering and qualifies as a permanently installed building component;ASTM vertical,horizontal,or any alignment appropriate to the structure being protected. a? N m o E G155-ASTM-D638-ASTM-C158,-ASTM-D635-C1,-AST-M-131929.--- •If the-screen does-not-retum to-the structure-it-should-extend-past-protected opening — U 00 Mh by distance equal to or greater than 1 Y2 times the offset. For trapped openings the 0 ch C > �� screen should extend complete to fill the opening. y CO LL � a •ASTM D63B •The screens may be installed at any height on the structure as long as the design Q o m •ASTM D635-C1 pressure rating for the screens is not exceeded. -O w 'k: o� o •ASTM D1929 •Anchors on the non-primary perimeter side(span side)of the screen are optional <'o 0 ,n e. to limit potential sagin the screen or reduce movement on the free side or other CD m c CX o •Product Marking: Ape to the screen barrier with the site specific reasons). CO r v following statement:"Armor Screen Corporation,Current Address,Patented and •The thickness of typical facing materials i.e.stucco,siding,stone,brick,pavers,etc. r <2 Patents Pending,US Patent No.6176050". are not to be considered part of the anchor embedment. Longer fasteners should be m :E La N PRODUCT DATA: used to allow for facing materials. �j or -a Geosynthetic hurricane screen: The hurricane screen shall be produced from a •Anchor embedment into masonry shall be into the face shell,not mortar joints. polypropylene,woven geotextile fabric with filaments woven such that the filaments retain •All fully embedded anchors may be flush with the finished facing provided they have dimensional stability relative to each other. the correct embedment into the structure behind the finish material. The woven eotext a fabric shall have the following minimum average roll values: •Anchor installations should follow the manufacturer's recommended methods. 9 9 9 p0,•.......Fq�. •For attachment into female anchors,sidewalk bolts,washered head bolts or bolts .� Grab Textile Strength (ASTM D4632) 425 x 325 LBS e� : Puncture Strength (ASTM D4833) 130 LBS with a standard washer are required. � : No 0981 a '•y Mullen Burst (ASTM D3786) 675 PSI •A caulk or sealant should be used with all wood penetrating anchors. >r? •All fasteners shall be corrosion resistant as specified in the IRC and IBC or stainless Trapezoidal Tear (ASTM D4533) 150 x 125 LBS P x Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN steel. "� STATE OF Thickness (ASTM D5199) 20 MIL. •Refer to pages 6 and 7 for approved anchors and anchor spacing. %0 •A, t�� Wide Width Elongation (ASTM D4595) 22 x 21% •Refer to page 8 for deflection and storm bar tables. •'• 0 R 10Apparent Opening of Open en Size Percentsgp Area 30 US STD Sieve THEODORE BERMAN,P.E NO.09814 17/18=7 All rpnqynthetir Hurricane qrrppn ss-spmbly detalls depicted within these rinavAng,;Rrp tp*r-ql fnr the installation of this wind/rain abatement and impact system only. All other building components SCA E. shown herein are depicted as existing or samples and not constructed by the screen company.