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Florida Building Code Online Page 1 of 2 n�l0 r k1l ll• .�....._. - �_.-_-.�_.�-�._�_...___�._._.� ,y f•�-`q``.��`� ,...F. 1 .ate _ r•�� .�. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search . b""Nr F, A ,; Product Approval { ! °�� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail y Z ` ' FL# FL8363-R7 c.��.:,.A._,s Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Armor Screen Corp. Address/Phone/Email 2744 Hillsboro Road West Palm Beach,FL 33405 (561)841-8890 dougt@armorscreen.com Authorized Signature Douglas Turner dougt@armorscreen.com Technical Representative Douglas Turner Address/Phone/Email 1881 Old Okeechobee Road West Palm Beach, FL 33409 (561)841-8890 dougt@armorscreen.com Quality Assurance Representative Douglas Turner Address/Phone/Email 1881 Old Okeechobee Road West Palm Beach, FL 33409 (561)841-8890 dougt@armorscreen.com Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Theodore Berman,P.E. the Evaluation Report -Iorida NEens &098 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Simon Segal,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL8363 R7 COI Certification of Independence.SS.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgLij FIiPG7oa WmL88... 3/27/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 8363.1 Armor Screen HVHZ Grommet and Armor Screen HVHZ Grommet and Hemcord System,Series Hemcord System,Series 2000 2000 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL8363 R7 II FL8363 Installation Instructions-Grommet Approved for use outside HVHZ:Yes and Hemcord Series 2000.SS.pdf Impact Resistant:Yes Verified By:Theodore Berman,P.E.09814 Design Pressure: +110/-110 Created by Independent Third Party: No Other:Glass separation is required for installations within Evaluation Reports Wind Zone 4,High Velocity Hurricane Zone and on Essential FL8363 R7 AE FL8363 Eval Dec 17.Ddf Facilities.The un-breached envelope Criterion is met since Created by Independent Third Party:Yes the system is considered'non-porous'outside of the High Velocity Hurricane Zone and remains intact under impact and air pressure loading.The system is to enclose the protected opening all around. Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: My Credit Card Safe https:HfloridabuiIding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgLij FIiPG7oaWmL88... 3/27/2018 ARMOR SCREEN GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION GENERAL NOTES: INSTALLATION NOTES: •This Flexible Wind Abatement/Impact Protection System is for use within and outside the a Screen may be mounted with opposing p imary anchored perimeters in vertical, high velocity hurricane zone(HVHZ-Miami-Dade&Broward Counties).Separation from horizontal, or any alignment appropriate to the structure being protected. glass is required only when system is installed within wind zone 4,high velocity hurricane •Deflection is the minimum glass separation measured at mid span of the screen and zone and on essential facilities. subject to rational analysis and may be achieved by using F-track,Storm Bars, •The design loads are calculated in accordance with the Florida Building Code 6th Edition Pneumatic Device,various Angled Style creens and Center Hem Style Screen. (2014)and ASCE 7-10.Pressures obtained under ASCE 7-10 may be multiplied by 0.6. .Screen unable to return should extend pat protected opening by distance equal to or •Testing meets Florida Building Code 6th Edition(2017);TAS 201;TAS 202;TAS 203; greater than the minimum deflection/offs t,which evens greater. ASTM E 330-02;ASTM E 1996-05 Level E;and ASTM E 1886-05 per Sections 1620 and •All specifications to be equivalent or great ar in product. I f 1626 and fulfills its requirement for opening protection. .Anchor attachments may Include standarc Wingnut, Hex,Round,and Truss Head I Testing performed by Fenestration Testing Laboratory,Inc.Medley,FL: Machine Screws, Stainless Steel Sidewal i Bolt,Carriage Bolts or any other Test Reports:Date:01/28/07 File#07-482 Lab 95174 Report#01 appropriate and equal fastener. Date: 01/28/07 File#07-482 Lab#5180 Report#02 .All Aluminum Extrusions to be minimum 61 or as indicated. Date: 08/25/07 File#07-482 Lab#5279 Report#03 a The thickness of typical facing materials i I . stucco,siding,stone,brick,pavers,etc. Date: 12/07/07 File#07-482 Lab#5446 Report#04 are not to be considered part of the ancho embedment. Longer fasteners may be Date: 02/08/08 File#08-482 Lab#5533 Report#01 used to allow for facing materials. •Has been tested for resistance to burning,smoke,ignition,temperature and weathering: •Anchor embedment shall be in face shell, not mortar joints. ASTM C158,ASTM D 635-C1,ASTM D 638,ASTM D 1929 and ASTM G 155. .•Drop-In and Calk-In Anchors shall be fluswith substrate and shall not extend into •The pores in Armor Screen are small enough that the surface tension of water causes finished facing. the barrier screen to become solid in the presence of rain,and prevents damaging a If tapcons are used with Grommet Style S reen,a washer should be utilized. voluminous water intrusion,even from torrential rains. •18"and 12"attachment spacing for short opans(less than 76")may experience large sure In dry conditions,the pores remain open,and based on testing,allow approximately 3%of screen deflections and incomplete cl ,a g et edges between anchors. the wind to pass through. I •The screens may be installed at any heit on the structure as long as the design •The unbreached envelope criterion is met since the system is considered"non-porous" pressure rating for the screens is not xcel ded. and remains intact under impact and air pressure loading. This envelope criterion is •All fasteners shall be corrosion resistant al specified in the IRC and IBC. met when the system encloses the protected opening all around. •Product Marking: A permanent label shall be fixed to the screen barrier with the following •The minimum engagement of the eyebolt Into the anchor is at least 3/3 of the threaded statement:"Armor Screen Corporation,West Palm Beach,FL,Testing Standards,Current length of the fastener. For a Y"diameter drop-in anchor the thread length is 1%6"and FBC Number,Job Name and Screen Opening/Number, Patented and Patents Pending, US the fastener length is 2". Therefore,the Inimum engagement length for the eyebolt Patent No. 6176050". is 9/j6". The minimum engagement length 1!or a %"eyebolt is Y16"and for a Y4"bolt%6". •In instances where a screen is made up of,two pieces of fabric or for repair purposes, PRODUCT DATA: Geosynthetic hurricane screen: The hurricane screen shall be produced from a a flat felt seam or triple layer hem with a minimum of two rows of double lock stitch • I ' thread is acceptable. The anchor attachment,i.e.loops or buckles 8r strap requires polypropylene,woven geotextile fabric with filaments woven such that the filaments retain three rows of double stitching and the Grommet-Hemcord System requires two rows. dimensional stability relative to each other. The fabric comes in standard lengths such)as 12'wide,therefore for screens that are The woven geotextile fabric shall have the following minimum average roll values: larger,two pieces are seamed together as noted above. Grab Textile Strength (ASTM D4632) 425 x 325 LBS .Span side anchors are optional. Puncture Strength (ASTM D4833) 130 LBS e Flaps as depicted in the drawings are opt! nal. Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN Thickness (ASTM D5199) 20 MIL. All Ge11RAk9IiA& Scraen assembly det ils depicted within these drawings are typical for the Wide Width Elongation (ASTM D4595) 22 x 21% inst �I I RFwin �baloment and imp A ct system only. All other building components shown Apparent Opening Size 30 US STD Sieve I d �'�c samples and n t constructed by the screen company. Percentage of Open Area 5% ®e� � ARMOR SCREEN LIMITATIONS OF USE: �f® X981 "•^'hrrgr®eying Review,By: GROMMET ANDHEMCORDSERIES2000 Maximum Span 192 Inches Hemcord :• nt t N""""'"''1 HURRICANE PROTECTION 148 Inches Grommet ,s br"nu r ::ru,.✓ ;,;r ARMOR SCREEN,Inc. Maximum Non-Span Unlimited, Utilizing side overlapping r;;sr2 2744 Hillsboro Road p g Aping details,page 8 ,,, � _{� I Maximum Design Pressure +110 /-110 PSF A E ro6r Godfrey Rd. vile West Palm Beach,FL 33405 �:( +, (561)841-8890 www.armorscreen.com • The design pressure may be increased 5%for negative loads. I Boach,FL 33140 TT "�0 (305)OW-4707 Dale:10/23(07 ev...... .0111.... .Dale:12/18/2017 • Span equals the distance between the primary rows of fasteners or grommets. �.� ,u.�r ti vpw Apmduclapprovnl. m Scale:Not to Scale a ° 1 0119 B •ewfA' g � At agv° . •t,aa}v�C9 1.5"-2 Sided Screen 1.0"-3 Sided Screen #2 Nickel Plated Brass Grommet Ih-- 1.519±.014 �{ 0.110 4.0" 3.5"t L0.164 .0001 1 ozo3 L 00.420 00.630 r i Welded Hemcord with Stitching Detail Grommet with Stitching Detail Stitching Detail Stitching Detail - Hemcord Dia.:5/6'r - Support Edge, Trifold Seam around 4"Polypro webbing _ Sewing includes 2 rows, Double Lock Stitch,of - Sewing includes 2 rows, Double Lock Stitch,of Anefil Anefil Nylon T135 Bonded Thread or equalsame as above extrusion Nylon T135 bonded thread or equal. - Reinforced welded hemcord includes a 2" trifol - Grommetted through seam. Polypro Seam sewn over the weld. 2.240 -. fi1 10.120 I T I 0.164 0.768 { 6' 00.852 00. 0 5 .765 12"or 18" - 2.307 11 v T 6a R0.41 I0.120 O • 0.799 Anchor Spacing 10.38 0.263 0. 64 } Set Screw Set Screw ® 10"Segmented C-Channel Keyhole Slot in Keyhole Slot in 5" Segmented Alloy: 6063-T6 Aluminum C-Channel NOTE: Heavier alternate extrusion may be used. Continuous Segmented C-Channel Alloy: 6063-T6 C-Channel C-Channel Aluminum Alloy: 606 lT0°�Aa`;j1#j'e� NOTES: Alumg��a..E��.OR6, C-CHANNEL . t,. a The length of the segmented C-Channel is governed by the strength of the 7i ARMOR SCREEN fabric to C-Channel connection, not the hardware attachment to the C-Channel.. NO O9L31 En9Ibuvrin0Revte By: GROMMET AND HEMCORD SERIES 2000 ": ' ' •When a Keyhole Slot or washer is used on continuous C-Channel, a set screwHURRICANE PROTECTION : :��.��,,,,�,��: through the channel and into the substrate is required to lock in lace. — ,;, , ARMOR SCREEN,Inc. q p 2744 Hillsboro Road • For Anchor Spacing, see Anchor Tables on pages 14- 19. DA-d� (l ey i2d. •„I}e West Palm Beach,FL 33405 n (561)841-8890 www.armorscroon.com • A%4' TEK Screw may be used to secure the C-Channel end to limit screen ��� io ;.- Date: 10/23/07 Rev.Date: 10111/10 Rev.Date: movement. F®� � r ucrappnrvnt n 12/18/2017 Scale: floltoScale Page: 2 o(19 Ir ° a I mbedmenl a �D Embedment p o p 6 ° Edge Edge d' Edge �. '. ..a Distant ce a ° Distance : Dlslance : d d ° ° 1 • IL_ - - Finish - - Finish - '- Finish y v E nbedment Thickness E mbednent1 Thickness Embedme Int Thickness p V Edge Dista c Edge Dist ce Grommet Grommet Grommet Grommet Grommet Direct Mount F-Track 6063-T6 F-Track 6063-T6 Angle Aluminum Studded /Studless Angle F-Track Anchoring Detail Anchoring Detail (1", 2", and 3" Minimum .125"x 6063-16 Minimum .125"x 6063-T6 Build-Out) Anchoring Detail Anchoring Detail Anchoring Detail Embedment Embedment Facing •YrSJ •`i�,`• Y Edge Distance I IRick,Stone or any U on-Structural Facing ^'Xis - - Finish Embedment Thickness CMU and Terracotta Block Epoxy Anchor `" •�' ;. see Table 5, page 16 Grommet P 9 Eye Lag for anchoring details Anchoring Detail Edge Distance J4"or%B" Hanger Bolt with Coupler, ° �• . Panelmate or Hex Lag Screw t �.: . tr--e (Non-Struaural Facing) (Caulk or �d to seal facii f ► 9 y 9) �"Aluminum Tube/Angle So q ma be For Build-Out • r; Embed ent EdDstda ce • ,: Dlsla :° �`';' �� eCp �tf..-� �,� 6063-T6 Alloy O 09814 a ARMOR SCREEN m y� Ernq Cng Review By: GROMMET AND-HEMCORD SERIES 2000 FIn)shThickness - Finish ° HURRICANE PROTECTION E mbedme n1 Thickness Load Embedment' Thickness • w, L,C� • w ARMOR SCREEN,Inc. 2744 Hillsboro Road 45° C-Channel 90° C-Channel 180° C-Channel " �� (�1 rGodheyRd.I to Wesi Palm Beach.FL 33405 dd 104 ' (561)841.8890 www.ormorscmen.com O� 1 Bosch,FL 331 0 ,.�-+ a1"(305)nf0 4107 I Date: 10/23/07 Rev.Dale: 10/11110 Rev.Dat12/18/2017 C� ;i_ a npnvJucrapproval•com Scale: Not to Scale I Page: 3 of 19 ib8g� i • #2 Nic el Plated Brass Grommet(TYP) A4-v-- O O O I O O i r_ n Cn I X I ' n O O O II O O O ( x'xxUnllmltetl Width NonSpan Direct Mount irect Mount F-Track GROMMET VETICAL INSTALLATION Typical Vertical Typical Vertical Typical Vertical (Span sides=Welded Seam) Sectional View Window Window Sectional View Sectional View ° ° ' ° ° T i OTES: II _ Typical screen anchor attachment may be grommet,continuous C-Channel, I segmented C-Channel or any N combination. • The length of the Segmented C-Channel rn i is governed by the strength of the fabric to m 10'Segmented C-Channel �I Alloy: 6063-T6 Aluminum I C-Channel connection, not the hardware (TYP) attachment to the C-Channel. ° 5'Segmented C-Channel Typical S a l n Alloy: 6063-T6 Aluminum yp p g (TYP) por Anchorable + •,'' '+ •,'• I � Unlimited Width Non-Span% � EL C-Channel C-Channel (top) -��� –�— • ''` ' ®a� ® ()FIE `�NN fspao SS I WA�LINSTALLATION dm Typical Vertical F-Track (bottom) s ARMOR SCREEN Window Typical Vertical See Note .•NO 09814 .Mii w'e"�jng Review By: GROMMET AND HEMCORD SERIES 2000 !hw•tr:anrru"� HURRICANE PROTECTION Sectional View Window , .1;r.s•t.t.(: Sectional View PLAN VIEW, VERTICAL SCREEN, ,,,, ;,,,�., : . .,� ;, ARt✓IORSCREEN.Inc. TRAPPED OPENING W �y,� 2744 Hillsboro Road MR" r- 9i61tQ)(uµ'Odlrey Rd, ult° West Palm Beach,FL 33405 NOTE: For a trapped opening,side anchors are optional/ (561)841-8890 www.ormorscreen.com ,bench,FL 391 t/ Date: 10!23107 Rev.Dale: 10!11/10 Rev.Date:121181`2 the span side of the screen. Screen should butt the walls�� �S „ ,'p•e� \ os)eca aror Vit. �produdappruval. m Scale: Not to Scete Page: 4 of 19 ®�5��'98aasatQlSZ��O` II MAX SPAN:148for Grommets els m or 192"for�emcordrr` Direct Mount Columns Plan View 0 0 ect Mount z k Typical Window U 0 ? 0 z Plan View 0 Uj II S-0 -.-- 0 0 _ (t�= ---Sam 77-7` z F-Track '-e) Typical Window 0 0 Plan View 0 01 HORIZONTALS INSTALLA PN C-Channel NOTE: (Span Sides gay Seam) Maximum Span 192" Typical screen chor attachment 9 ay be g Mmet, continuous C-Channel, Typical Window segmented C-Chan e an combi latiVP Plan View Load OnE 6P E • No 098114 ARMOR SCREEN C-Channel o ��Pe'lng Review BY: GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION ARMOR SCREEN.Inc. Column Mount 2744 Hillsboro Road Maximum Span 192" 4. :W'02. Plan View hur Godfrey Rd.$u to West Palm Beach,FL 33405 • • 104 (561)841.8890 wwwarmorscreen.com iarni gend� FIL.1311 07 lRev.Dale: 10111110IRev.Dale: 12118/2 Dale: 10123/705)868-470 ( ' d'% AAT,. vw-AptoduclapprovAq . ...... 'orn Scale: Not to Scale I Page: 5 of 19 i Continuous C-Channel `r it on-Span Keyhole Clip ' Non-Span 0 0 op Segmented C-Channel 17- 3";t 4 i •a •P o nside Flap I h I� a I� Span li II , li I ° li I i +I Span P. I II a COMBINATION ATTACHMENT W/KEYHOLE CLIP AND CARRIAGE BOLTS --Grommets Weather Side OR CONTINUOUS C-CHANNEL Flap NOTES: •Typical screen anchor attac ment may be grommet, continuous C-Channel, seg lmented C-Channel or any 5"-6" ® TYP. combination. j •For Combination Grommet 1 Hemcord System, use the grommet span. •Strap material equal to Dire Tex 2" High Tenacity Polypro _ a blac o�ayvhite. d' �' wi4 ed "Armor Screen" imprint is proprietary to • I •4.• •j o® ARMOR SCREEN COMBINATION ATTACHMENT No 09814 j1i�""'1j`oviev By: GROMMET AND HEMCORD SERIES 2000 ;� ° iem;.t"'•'��''fD" HURRICANE PROTECTION W/ EYEBOLT, BUCKLE/STRAP, ARMOR SCREEN.Inc. AND SEGMENTED C-CHANNEL .� � 2744 Hillsboro Road zwrbttlr+'°�Id1w,Rd.Guile West Palm Beach,FL 33405 not to scalea X17 (j/ too I (561)041-8890 www.armorscreen.com I/ !.si ISeini%FL 331{f0 • �'� T w•�% Dale: 10123/07 IROV.Date: 10111!10 Rev.Date: 12118/20 7 05)8M 4707 For buckle/strap details, see page Scale: Not to Scale I Page: 6 of 19 e,,B C)NAl_ t��e' MAX SPAN:148"for Grommets MAX SPAN:148'for Grommets or 192"for Hemcory I or 192'for Hemcord v v +.d O O O y ( i Direct MountO z i Columns Plan View o O O O z O - —__---- ------ w i +.a O O O z Direct Mount O Typical Window Plan View I� O �� O Common Anchors NOTES: ----- - - — ---- --- •Two adjacent screens may sharl common anchors. :.• ;';; • Typical screen anchor attachmei t may be grommet, continuous C-Channel, segmented C-Channel or any combination. F-Track Typical Window Plan View Anchors common to both screens •+ Jd °°w°°OR N$ �:�� MMON ANCHORS ARMOR SCREEN NO 09814 •,Engli Boring Review By: GROMMET AND HEMCORD SERIES 2000 C-Channel Max. Span 192 v •� HURRICANE PROTECTION Typical Windowa Q. ARMOR SCREEN.Inc.Plan View J' 2744 Hillsboro Road A[tur Godfrey Rd. 'to West Palm Beach,FL 33405 104 (561)841-8890 www.ormor3creen.com d� *..In]fdxarh.Ft.33140 ® {�• `` `b (306 Baa-47or I Dale: 10123107 Rev.Date: 10/11/10 Rev.Date 12/18201 ��® s Q• \ .0 produclopprovol.i In I Scale: Not to Scale I Page: 7 of 19 eBABg°n9tl§9Y149 . . . . . . . . . . . . . . . ♦i♦+.i:•�i►♦♦+�♦•�+���♦♦♦�♦�ii:111i11�1�1� ♦♦+moi•+�+�������•���:��i���+� +�:•�NIN", � ♦���PO.•�i1111111VA,t4j+�j•�♦��♦�'�•r�••♦��♦i�+r��� .. ++♦+♦♦+♦♦+♦+•�+♦♦+♦♦•♦+♦♦+♦��1111111111��N+•+♦++♦♦++♦+•♦+♦+♦++♦♦♦+♦♦♦ ►+♦♦+j♦♦j♦♦♦+♦♦♦♦+j♦+j♦+♦+ 111111111111++♦+♦♦♦+♦+j++j+♦♦+♦♦+�♦+�♦+f �•♦♦+♦♦♦♦+♦•♦♦•♦♦+�,♦+•♦♦♦♦♦1 111111/11�►♦♦++♦♦1♦♦+♦♦++♦♦♦♦♦♦++♦++� Nod.+•♦+♦♦+♦+♦♦+l♦♦R+♦♦+♦♦+��11�11�1�111��+j♦�♦♦�♦♦�+♦++��♦�♦♦�♦♦�+♦�� 000i W-N, MA Row Imm Im IN 00 Ral o7lion con, Wit ;go Ago ;-moo moll 07, ♦ ♦ ♦ •i► ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ �► ♦♦♦♦♦�♦♦�•+�♦♦♦�♦� ►♦�+�+ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦i + ♦♦i ♦i +i��i i i ♦ ♦ ♦ ♦ ♦ +♦ ►♦♦+♦+♦+•+♦�+♦♦�♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ► +♦ +♦♦♦♦:♦:♦�♦♦ ►♦WOORM+♦♦+♦+♦+♦ o ♦� •� � +♦ +i +i � i i ♦�+i i i s i♦i iii. ►+♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦••♦+♦♦♦+♦•+♦♦+! ►♦�� ♦�+�♦�+�+i i�i�♦�♦iii♦� i ii+i i ♦ ♦ ♦ ♦ ♦ s +�♦+♦+♦ ♦♦�♦�♦ . � ♦ ♦ ♦ ♦ ♦♦ ♦♦ ����♦�♦�♦ ♦ ♦ ♦ ♦+�♦ MOM ♦ • ♦ ♦ ♦ ♦ ♦♦ ♦ ��♦♦�♦♦�♦�++�♦+♦+♦�+♦ �►+♦+♦++i+♦i++i++i+•i♦♦♦♦♦+♦� ��•ii+i i i i zom i o i i i♦i + ♦ ♦ �► ..•.�.+.�..�.�•►+.��.♦.�+r+.��.♦�.�+��♦�+.♦+.♦+moi:♦++�♦+-♦�►��. .. • ...-. • . -. • . � IBJ. • • 3 Edge Edge To Anchors Distance Distance P Bottom Midpoint ' Anchor(TYP.) i Flnlsh Finish P EmbThickness Embedment Thickness Grommet Grommet Bottom Anchors Direct Mount F-Track Plan View Top Anchoring Detail Top Anchoring Detail Ell f u c Edge Distance Edge DEFLECTION istance @ Mid Span of Screen Q SPAN � 3" c- Bottom Return �: 4 •. ��... Anchors -{ Elevation Offset Distance Return Anchors ANGLED SCREEN NOTES: 1. Refer to Deflection Table D-1.1 page I13. 2. Bottom Return Requires a midpoint anchor. I 3. Side Return (span side)anchors are 6p Iona. 4. Typical screen anchor attachment m. be grommet, continuous C-Channel, segmented C-Channel or any combination. 00aso®ce@saa��, 6"(TYP.) E 1)°. , 1GL,, D SCREEN 1 ,ll;�01 ..I I •• It:rinmtn ARMOR SCREEN • �, - -' II d � � –' No E'1i 1tfMr Rovl"ey: GROMMET AND HEMCORD SERIES 2000 • +: _—`:—:-� o. ffg£34 HURRICANE PROTECTION tj ARMOR SCREEN.Inc. �' {a [ 6. . r.• 'a 2744 Hillsboro Road • ' • • w e West Palm Beach,FL 33405 ••• " • +P �"�j` �; 25�lttbullmy Rd,guile Bottom Return Anchors Alternate Bottom • v a"+04 I (561)841-889D www.armorsc(ean.com r �p t -4u�h,FL 33140 Direct Mount °' c�`'• t, ,1, : 1 O �t nG)gal-47071 Date: 04102/0 Rev.Dale: o/ 1110 Rev.Dtte:12/1 117 Using Segmented F-Track Corner Attachment s �.;�;;?;�,.•' s�r,� bdudapprevalcom Scale: Not to Scale Page: 90119 VAaobep®°0 i Storm Bar Span Storm Bar Span ! STORM BAR NOTES: 1. Refer to Table D-1.2 on page 13. 2. The storm far system is designed to achieve deflection and may utilize one or more storm bars. The moffset may be increased with blocking at the support. t: m 3. Storm bars irnay be positioned horizontal,vertical or as M l eflection required. dU) o 4. The storm bar bracket may be permanent or removable !! Single Storm Bar Single Storm Bar with and attached to the structure using two(2)approved Y4 Elevation Multiple Openings inch ancho rS. Refer to pages 14-19. I (, I Offset Elevation 5. The storm bar and screen should extend past the o �, j j protected opening by 1 z times the offset. o CL !!; 6. Use"opening"span and positive wind pressure to o N determine the minimum separation between screen and glazing. CD 7. Use"ancho"span and negative wind pressure to ra fJIIb� determine f8stener size and spacing. C U ICO toji eflection - Multiple Storm Bar Vertical Storm Bar tr Elevation Elevation Screen Spans Aluminum"H"Bracket 1 X2" l i:t Offset Ili:, ,'• ,• Ill � 10 ?III-IIS,. 111j l I Wall--" 3"Clevis 2" Pin Zinc Multiple Storm Bar with Single Opening <1 Glass O Ends closed with a vinyl cap FCotter Pin Zinc r----Screen Span 2"x 6" Aluminum Tube BRACKET 6063-T6 STORM BAR& BRACKET ? 8 °NORM BAR SYSTEM V �•,� ",• ARMOR SCREEN wHURRICANE PROTECTION inaoring Rev(e By: GROMMET AND HEMCORD SERIES 2000 • �'� x981 $ e? d se:.fi,v,iol Building Structure between adjacent window/door frames F ;.,,,;;,,•,.., ;_I.r, may act as a Storm Bar if proper offset to the glazing is 7� ;,, .,,.,,t..,;,,;,;,,, u ARMOR SCREEN,Inc. -f1• 2744 Hillsboro Road present. This applies to a vertical or horizontal applications. �; , _ • ��ljnhur Godfrey Rd,901e west Palm Beach,FL 33405 o d a 104 (561)841-8890 www.ormorscroon.com erg •„• l�• iaml E1"arJi,Ft.33� t 0 ate, �1 •� ":,"' ya,,,; \ y`� (305y aGe-a7oT Data: 10/23/07 Rev.Data: 10111f10 Rev.Date: 12/18117 �� ,• •` wtMqullcaaPprwaltwm Scale: Not to Scale Page: 10 of 19 Max.Span 192" t TYP.of Below Any Approved Anchor System Offset Deflection Devke 1%"minlmum svd" ?e- 1 7 Pneumatic Device Pneumatic Device Double Air Bag (Typ,) Plan View Deltev*n Deflection Offset (mid span) Single Air Bag Side Sectional Plan View End Supported PD Structural Member ,.� / Side Sectional Offset _ End Supported PD -I 1�/"minlmum Deflection-The midspan between II Pneumatic Device the Anchor and Pneumatic Device. Top Sectional STORE FRONT OR CURTAIN WALL APPLICATION End Supported PD Plan View PNEUMATIC DEVICE(PD)SPECIFICATIONS: 1. Pneumatic Device consists of two parts, a refillable polymer air bladder capable of -Opening to be protected holding air without perceptible leakage,and a tough fabric cover for structural integrity and durability. 2. May be inflated by any residential or commercial vacuum cleaner, or air pumpI Pneumatic Device intended for air mattresses or equivalent devices. 3. Upon removal, the Pneumatic Device should be deflated and stored with screen barrier. PNEUMATIC DEVICE(PD)DEFLECTION SYSTEM NOTES: r a 1. Refer to the Deflection Table D-1.1 on page 13. Elevation 2. Pneumatic device must not rest on glazing. End Supported PD 3. The pneumatic device may be attached to barrier and may rest on but not attached to the structure. The device may be end supported if spanning the protected opening. 4. ion of the device 5. Onetor more devices mayires a usednimum pressure of toachieve separation.6 psi 0r.°pAt y ,®.�, •• . • TIC DEFLECTION SYSTEM 6. This system may be positioned horizontally, vertically, or as required. J�`�- I ARMOR SCREEN 7. The pneumatic device may be permanently attached to the screen or made /L ; No 6961 ."•,1 rx/1•Ixorinp Rovto�v y: GROMMET AND HEMCORD SERIES 2000 removable. i •.,,.,.,..: v' HURRICANE PROTECTION 8. The sleeve should not be attached to the building structure unless designed as a ae* ' ,,.�•,:. „ ARMOR SCREEN.Inc. specific installation by a structural engineer. 2744 Hillsboro Road 9. The pneumatic device should be positioned to provide adequate deflection betweel. :• g f p,T '+dF�" '04 cy RU.Sale West Palm Beach,FL 33405 the screen/barrier and surface being protected. y 1561]641-8890 www.armorscreen.com r I5) .FLa�rw • e -'(� �c c„ ` (�oGlri�•47Oi Date: 1W23107 Rev.Date: 10111/10 Rev.Date:12/18117 •�• nsDralvrlappruvrd.cvn 9 ���.••• Scale: Not to Scale page: 11ot19 °oea®g4ONA o Q CE TER HEM DEFLECTION SYSTEM NOTES: Multilayer Structural 1. Peter to Deflection Table D-1.1 on page 13. Deflection Hem at Mid-Span 2. his system is designed to achieve deflection by (Typ•) I ulling and supporting the center of the screen / Stitching Detail Q y Offset / -Sewing includes 2 row�n�,fil #owards the windward direction. /// 3. One or more structural hems with buckles and Double Lock Stitch,of traps may be used to achieve deflection. Nylon T135 bonded thread or equal. 4. The support hem system may be positioned Wellington horizontal,vertical or as required. Synthetic Fiber 5. Screen unable to return should extend past Strand Product No. 3— —a _ protected opening by distance equal to or greater M-170 H or equal. tit han the minimum deflection/offset,which ever is greater. •:.:s. 6. Strap material equal to DirecTex 2"High Tenacity Earth Anchor Polypro black or white. -[ Stabilized with a 4"dia.x 6" 7. Buckle with raised"Armor Screen"imprint is '•.' Minimum Schedule 40 PVC Sleeve. °roprietary to Armor Screen Corp. See chart on this page. Soil shall be minimum dense course sand. CENTER HEM SUPPORT ANCHORS SPAN ANCHOR MIN. MIN. up to 100^up to 192" EMBED. E.D. Deflection II ANCHOR SPACING (TYp•) Buckle shall be fie"DROP-IN ANCHOR 1 yz" 4" 18• 12" super contoured\ 0 a Offset buckle by Nexus or n equal(TYP.). o 0 Yz"DROP-IN ANCHOR 2" 5" 24" 18" 0 EARTH ANCF,OR 2 Y) Y2^x 30"SHAFT x 4"HELIX 28" N/A 24" 24" rn j WITH WELDEDI,IEYE. U)O z 3150 LBS WORKING LOAD g w U) PAVER ANCHOR w3'2"x 30"SHAFT x I"HELIX 28" N 24" 18• p o WITH SS COUPLER AND W SS EYEBOLT —�� SPAN �-- 4 HEM DEFLECTION SYSTEM •" yab���� •�uV E 1�S' /� !� ARMOR SCREEN ,•' 'L,,, �•,,' qs� • �.`••.•-� gtneering Review7ey: GROMMET AND HEMCORD SERIES 2000 Na (� o rt:ri 3r+n rsn ctru HURRICANE PROTECTION i•j.: l� •• 0.7t314 oi�.S:•V'(:IJit3> LI.. '�• ARMOR SCREEN,Inc. 2744 Hillsboro Road Drop-In AnchornA-1J• 200hur Godfrey Rd.Sults west Palm Beach.FL 33405 L w 104 II (501)041-0890 www.armDrsereen.com See chart on this page. o� 1 A7E + .1k11aml Beach.FL 33140 v►Q a n".oa■n.rv, m 13051866-4107I Date: 10/23107 Rev.D810: 10111!10 Rov.Oato:12110/17 �.*'� " �'••.• srhw.np10duc13oor0vat.wm Scale: Not to Scale I Page: 12 of 19 TABLE D-1.1 TABLE D-12 Grommet- Herncord Series 2000 Deflection Table Gromm t/I temcord Storm Bar Span Span Deflection in inches Sturm Bar Span/ in feet in Inches 30 psf 40 psf 50 psf 60 psf 70 psf 90 psf 110 psf Length _2..ft._. ,. _24 ?_.0 2.1 2.3_._..._-....:.._..2.5 .1 . 2.6 3.0 3.4 Max.PSF PER TABLE D1 3 ft. 36 3 0 3.2 -3.4 3.8 4.0 4.6 5.1 Defleclion PER TABLE D1.1 4 ft 48 3.9 4.3 4 5 5.0 5 3 6.1 6.8 �...... _ -__.. ._ SYP 2"X 6" X X X 5 ft. 60 _ 4.9- 5.3, - 5.7 6.3 �^ 6.6 7.6 8.5 Alum.Tube _ 6 ft. 4 in. 76 6.2 6.8 7.1 8.0 _8.4 9.7 10.8_ 2"X 6'X r" X X X X 7 ft. 4 in. 88 - 7.2 7.8 - 8.3 9.2 9.7 _ 11.2 _ 12_5 6063-T6 8 fl.4 in. 100 _ 8.2 _8.9 9.4 10.5 11.0 _ 12.7 14.2 'Alum.Tube -- 9 ft. 4 in. 112 9.2 10.0_ 10.5 11.8 12.3 14.2 15.9 2"X 6"x Y.,^ X X X X X 10 ft. 4 in. 124 10.2 11.0 11.7 13.0 13.7 15.7 _ 17.6 6061-T6 _ ._.... ...__. '" __... 11 ft. 4 in. 136 •11.2 12.1 12.8 14.3 15.0 •17.3 19.3 12 ft. 4 in. 148 12.1_ 13.2 _13.7 15.5 _ 16.3 8 21.0 _ Hemcord Series 2_000 Deflection Table - --~ -�- -___-- 13 156 - 12.8 13.9 14.7 16.4 17.2_ 19.8 22.2 14 ft. _ 168 13.8 15.0__ 15.8 176 _18.5_ 21.3_ 23.9 15 ft. __180 -- 14.8 - 16.0 19.8 J 22.9 25.6_ 16 ft.' 192 15.7 17.1 .__ 18.0 20.2 -21.2 -24.4 - 27.3 - NOTE: Deflection is the minimum glass separation measured at mrd span of the screen and subject to rational analysis. Rh=W'I_/2 Rv=W'(1_12)/(DEFLECTION) SCREEN REACTIONS FOR PRESSURE AND SPAN- TENSION=(Rt1A2• R02)A0.5 Span _ Load 2 ft. 3 ft. 14 ft. 5 ft. 6 ft' 7 ft. 8 ft. 9 ft. 10ft. 11 ft. 1?_ft. 13 ft 140. 15 ft. 16 ft. 4 in. 4 R 4 in. in. 4 in. 4 in. 4 in. 4 in. (psf) --__ _..-_. _. _ ___-.._ _-_-----..__.___.__.___ _ --.._. __ Rh 24" 36" 48" 60" 76" 88" 100" 112" 124" 136" 148" 156" 168" 180" 192" 30 Rh 30.0 45.0 60.0 %5.0 95.0 110.0 125.0 140.0 155.0 1516.0 185.0 195.0 210.0 225.0 240.0 RV 90.0 135.0 (?84.6_22_9.6 291.1 336.1 3_81.1 426.1 471.1 51_6.1 ri6_5.7 595.1 6391 684.1 733.8 Rh 40.0 60.0 180.0 100.0 126.7 146.7 166.7 186.7 206.7 226.7 246.7 2600 280.0 300.0 320.0 40 San Rv 1'10.3 16$.$ 223.3 283.0 353.9 413.6 468.1 522.6 582.4 (636 9 691 4 729.5^784.0 843.8 898.3 p Deflection Rh G0.0 90.0 120.0_150.0 190.0 2?.0.0 7.50_0_280.0 310.0 340.0 370.0-3900 420.0 450.0 480.0 60 - Pressure PSF- Rv 144.0- 213.2 288.0_35_7_1_451.2 526 0_595.2 664.3_739.2 808.3 8$3.2 927.5 1002.3_1071.4 1140.6 L 1- Rh 70.0 105.0 140.0 1175.0 2217 1256.7 291.7 3267 361.7 396.7 431.7 455.0 490.0 52.5.0 560.0 t� I r � _ _ k RV ?r�0.0 (225.0 3000 3x50 4786 553.E 628.5 703.5 714.1 778.6 92$,6 980.4 1055.4 11_30.4 1205.4 Rh ( -�O� R11 90._0_ 135_0 (180.0 122_5.0 285.0_ (330.0~(3750420.0 4b5.0 (510.0 555_0_5850 63_00 075.0 720.0 RV !80.0 264.i 354.1 444.1 5_58.2 (648.2 1738 2_($28.2 19182 11002.3 11092.3 1152.3 11242.3 11326.4 14164 R i 110 Rh 110.0 1165 Q 220.0275.0_ 84.3 403.3 1458.3 513.3 568.3 6233 78.3 715.0 1770.0 87.5.0 880.0 Rv 194.1 ]291.2-388.2 �a85.3 612.8 709.9 806.9 904.010g1�i 111098.��i195T2 1256.1_ji353.1 1450.2 1547.3 ®oo,Dso sa�e 40- NOTES: `�.,•�o© ®R N�� FLECTI0N TABLES 1. Deflections are delivered from test results. ° � ARMOR SCREEN 2. Reaction Rh can be positive(towards structure)or negative(away from structure). NO 09814 °Engan�dng Review IBy: GROMMET AND HEMCORD SERIES 2000 3. Rv is always tension as shown. d{� ;il)'' ,r"r.,c,""'r' HURRICANE PROTECTION _ r ' �:•r AuOxA'u.,kn rr ARMOR SCREEN,Inc. 2744 Hillsboro Road w r;r radrrey Rd.5 re West Palm Beach,Ft. 33405 104 (561)841.8890 www.armorscreen.com d°TI BoacA.Fl.3314 . % (305)St&4707 I Dale: 10123107 Rev,Date: 10/11/10 Rev.Dete:12118/17 �O Vn• • 'd u•• �tNAproductopprovar.cin! I Scale: Not to Scale I Page: 13 or 19 44 s��9��3aoaee0b��,1 CONCRETE, 3000 PSI -%4" AND 5/6" ANCHORS TABLE 12 ANCHOR SPACING Anchor Min. Min. Pressure Span Anchor Min. Min. Pre E.D. sure Span Embed. E.D. (psf) to 48" to 76" to 100" to 124" to 148" Embed. . ( Sf) to 48• to 76" to 100"l to 124• to 148- 30(psf) 12" 12" 12" 12" 12" �^DIA.ALL 30(psf) 12" 12" 12" 6" 6" Y4"DIA.SS 40(psi) 12" 12" 12" 12" 12" POINTS SOLID 40(psf) 12" 12" 6" 6" 6" DROP-IN 60 S1 SET ANCHORS ANCHORS 11 1" 3Y2" (psf) 12" 12" 12" 12" 6" (VALUESAND 'Vol 3" 6d(psQ 12" 6" 6" 6" — 1 90(psf) MIRKDEINSTALLATION A 9 (psf) 12" 6" 6" ( ) (P '/ 1Z" 12" 6" 6" 6" ANAMFOADE NOA — •" 110(psf) 0131 12" 12" 6" 6" 6" "ms's' 116(psf) 5' 6" — — — 30(psQ 12" 12" 12" 12" 12" N 30(psf) 12" 12" 12" 12" 12- Ix 4"-20 CALK-IN Y4"DIA. 40(psf) 12" 12" 12" 6" 6" 40(psf) 12" 12" 12" 12" 12" TAPCONSG O ANCHORS (INSTALL PER 13/4" 2 Y2' 60(psf) 12" 12" 6" 6" 6" 2 LIANU ACTULL 1 y" 3 Y2" 60„(psf) 12" 12" 12" 12" 6 () IrWJUFACTURER'S MIAMI.OADE NOA Z INSTRUCTIONS) NO.11-0616.04) 90(psf) 12" 6" 6' — — Q tt) 90(psQ 12" 12" 6 6 6 110(psf) 12" 6" 6" — — :� 110(psf) 12" 12" 6 F6 ,6 30(psf) 12" 12" 12" 12" 12" \ y,"Dia. 301(Psf) 12" 12" 12" 12" 12" Powers SS 40(psf) 12" 12" 12" 12" 12" O Powe4b(psf) 12" 12" 12• 12" 12" Y4"DIA.X 1%^ Z Mushroom U) SSTAPCON 13/" 2Y2" 60(psf) 12" r12" 12" 12" 6" Q Spike Anchor 1Y43Y2" 601(psf) 12" 12" 12" 12' 6"90(psf) 12" 6" 6" 6" \ (Install per 9d1(psf) 12" 12" 6" 6" 6"manulacluter's110(psi) 12" 6" 6" 6" inswctions) (1) 110(psf) 12" 12" 6" 6" 6" Z 30(psf) 12" 12" 12" 12" W 4"DIA. 301(pSQ 12" 12" 12" 12" 12" 4"DIA.X 2& IY HOLLOW SET PANELMATE 40(pSQ 12" 12" 12" 12" U DROP-IN 40(PSf) 12" 12" 12" 12" 12" (INSTALL PER 1 4" 2 Y2 7/ • 60(psf) 12" 12" 12" 12" 6" Z ANCHORS ^ 3 Y2" 601(PSQ 12" 12" 12 12" 6" PANELMATE O (INSTALLPER L I INSTRUCTIONS) 90(psf) 12" 12" 6" 6" 6" V MANUFACTLIRERB _ 9O(Psf) 12" 12" 6" 6" 6" (— (1) INSTRUCTIONS) —_-- LLI 110(PSI') 12" 12" 6" 6" 6" d (1) 110(psf) 12" 12" 6" 6" 6" Z 30(psf) 12" 12" 6" 6' 6" c 4^CONFAST 30,1(PsQ ` 12" 12" 12" 12" 12" C) Y4"DIA. 40(psf) 12" 6" 6" 6' 6" o HURRICANE 40,1(PSO (t 12" 12" 12" 12' 12" U SAMMYS SSC M SHUTTER (INSTALL PER 2 Y" 2 Y2 60(psQ 12" 6" 6" 6" — INSERT 1 4" 60i1(PA 12' 12" 12" 12" 6- Fn " dMIAMI•DADE NOA 9t)(PgQ 12" 6" 6" ..... NCHOR W!Y." 90(PSQ 12" 12" 6" 6" 6" NO.11-0616.04) DIA. INTERNAL11 CD C3 110(PSQ 12" 6" 6" -- THREAD 11d(psf) 12" 12" 6" 6" 6" M 30(psf) 12" 12" 12" 12" 6" 3011(PSQ 12" 12" 12" 12" 12" VELCCRETE FLEX 40(psf) 12" 12" 12" 6" 6" /s'R1N 4011(Psf) 12" 12" 12" 12" 12" 410 Y2 SS 2" 2 " 60(psf) 12" 12" 6" 6" 6• SERIESX XL 2j" 2,j" 6011(PSQ 12- 12" 6" 6" 6" (INSTALL PER SERIES MIAMI-DADE NOA 90(PSI) 12" 6" 6" — — TAPCON 90'�1(Psf) 12" 6" 6" 6" NO.12.0126.09) 110(psf) 12" 6" 6" — — 110(psf) 12" 1 6" 1 6" 6" -- 30(PSI) 12" 12" 12" 12" 12" CONCRETE NOTES: Y4"POWERS 40(psf) 12" 12" 12" 12" 12" .Proviy0ug%j steners, if require J,to allow for thickness of finishes such as PO SSWER STUD 2„ 3^ 60(psf) 12" 12" 12" 12" 6" i0F&tq9ARetc. (1) 90(psf) 12" 12" 6" 6" 6" r Cleat. 110(psi) 12" 12" 6" 6" 6" ® ` 2 ARMOR SCREEN ; 30(psi) 12" 12" 12" 12" 12" s No 09814 En9�°efing Review By: GROMMET AND HEMCORD SERIES 2000 "DIA 'd 4Ikit""'a`1""' HURRICANE PROTECTION POWERS 40(psQ 12" 12" 12" 12" 12" \irx::,lcs.LL:' WEDGE BOLT 1%4" 3" 60(psf) 12" 12" 12" 12" 6" 1I ARMOR SCREEN,Inc. j:. a :of 11,.k..:ra,i,r,'- 2744 Hillsboro Road 410 SS - I�"Z' } 90(psQ 12^ 12" 6" 6" 6" .� a H e ,r�ty r Gpolray Rd.Salle West Palm Beach.FL 33405 (1) 0 101 (561)841.8890 www.armorscreen.com 110 sI' 12 12" 6" 6" 6" s 'r �1 Beach.FL all 0 (PSI') ( Date: 10 R ZD 7 Rev,Da B: 10111/I 0 Rev.Da t D•Q!J23 51 I' ' yg" iy! A�MM9VV_`♦ (305)868-47107 11 IS (� .00�-• ��1 �Ww.Ilploducloppro"al.mm Scale: Not to Scale i Page: 14 of 19 1„/„- ��p4s.JIT p90e�a il I 1 CONCRETE, 3000 PSI - 3/8" AND %" ANCHORS TABLE 3 ANCHOR SPACING i Min. Min. Pressure Span Min. Min, Pressure Span Anchor Embed. E.D. (p Anchor Embed. E.D. (psf) Sf l0 48" to 76" to 100" l0 124" t0 148' l0 168" to 192" 1048" 11.76" 10100" l0 124" l0 148• l0 168" to 192' A'ASTM 304-316 30(psf) is- ,B- is- is, 1a• ,s• is- %"DIA. 30(psf), 18" ,a- I 1s• 1a" ,a- Is- is- (P ) 18" 18POWERS SS ROD IN 40(psf)I 18' 18" 18• 18" 18" 18" 18" THREADED (psf) " 18- 18' 18• 18" 1 a' MUSHROOM ROD N EPDXY 4Q W1 SS COUPLER3 3�g' 4" 60(PSf) 18' 16' 18" 18' 18' 10" 18' ANCHOR 1 SPIKE 3 4" 60(psf) 18" 18" 18- 18" 18" 18" 18• AND EYEBOLT (INSTALL PER (n (INSTALL PER 90(PSf) 1a• 7a" 18- 18- 16- 12" 12" MANUFACTURER'S 90(psf) 18" 18" 18" 18- 18• 16" 12" of MANUFACTURER'S O INSTRUCTIONS) 110(psf) 18" ,6" is- 16- 18' 12' 12' O INSTRUCTIONS) 110(psf)11 18' 18" 18' la" 12" 12" 12' _ = 3/"DIA. 30(psf)', 1s" 18" 18" 18" 18" 181, 18" V 30(psf) 18" 16" 18" 18• 18• 18• 18" rJ POWERS SS Z Z MUSHROOM 40(psf ) 18" ,8" 18- 18" 18" 18" 19• DIA.410 40(pSf) 18" 1B" 18• 18' 18" 18' 18' Q SPIKE SS POWERS 1 3I4" 3 Y2 6Q(psf)( 18" 18" 18' 18" 18" 18" 18' WEDGE 2 Y2" 3 y2" 60(psf) 18" 18" 18" 18" 18' 18- 18" ANCHOR (INSTALL PER 90(psf)] 16" ,B- 18- 16" 18- 12" 12" IIBOLT(LDT) 90(psf) 18" 18" 18" 18- 18" 12" 12" MANUFACTURER'S IW INSTRUCTIONS) 110(psf)I Is- 18" 18" 18" 12" 12" 12" 110(PSf) 18" 16" 18- 18" 12' 12' 12' F— i jI---- W j"DIA. 30(psf).j 18" 18" 18" 18" 18• 18^ 18" ref30(psf) 18" 18" 18• 18- 18- 18- 18" POWERS L) V HOLLOW SET 40(psf),1 18" 16" 18" 18" 18• 18" 16" Z 3 „ 40(psf) 18" is" 1s• is- 19• 18• 18" Z /g DIA.SS O DROP-IN 1 z.. q.. 60(pSf) 18" 16- 18" 18" 18" 18" 18" 0 DROP-IN 1 y2" 4" 60(psf) 18' t8" 18' ,8' 18' ,8• 18" ANCHORS U ANCHORS INSTALLPER 90(PSf)!I 18" 18" 18" 18" 18" 12" 12" 90(PSf) 18' 18" 18' 18- 18' 12" 12' (n MANUFACTURERS IL 110(PSf) 18' 18" 18" 18• 12' 12' 12' Q INSTRUCTIONS) 110(PSf), 18' 18" 18' 18" 12" 12' 12" O 0 30(psf) 1a" 1a" 18• ,6• 18" 18• ,6• c 30(Psf) 1e^ te• 18• ,e" 1e• 1a• 1a' M %"-16 M 3 40(psf) 18" 18• 18' ,8" 18- 1B" 18' 18 CAULK-IN 40(psf) 18• 18'• 18- 18" • 1B' 18• Ye POWERS BOLT 1 y4" q 60(psf) te" 18" ta• 1a• 1s" 1a• ,8• POWER STUD 1 Ya" q" 60(psf) ,e^ ,a• 1e• 1e" 1e" 16" 18' (INSTALL PER SS 90(psf);I 18" 18' 18" t8" 18" 12" 12" MANUFACTURER'S 90(PSf) 18" 18" 18" 18' la• 12' 12' INSTRUCTIONS) 110(PSf) ta' 18" 18' 18" 12" 12' 12" 110(psf) 18• 18" 18" 1B' 12" 12• 12• i i Min. Min. Pressure Span CONCRETE NOTES: Anchor Embed. E.D. (pSf) to aa• to 76• to,00" to,z4" ,0 146• to,se° lo,sz" 'Provide longer fasteners, if requir d, to allow for thickness of finishes 30(psf) 18" ,e" ,s• ,s• 16• ,a" ,B" such as stucco, plaster, siding,et Uj ao(psf) ,s" ,B" ,s• ,a• ,s• ,s• ,B• •Y2' Hardware Anchor Spacing only valid with C-Channel mounting. � Y2"DIA.SS C) DROP-IN 2" 5" 60(PSf) 18' 18" 18" 18- 18' F 18" 18- O ANCHORS 90(pSf) 16' 1B" 18" 18• 18' 18" 18• 110(PSf) 16" 18" 78" 18" 18" 18- r18 `s (�©� � .C1�do® pN" 30(psf) 18" 18' 16- 18- 18' 18' �• •!✓ ts '2 i I ARMOR SCREEN o )4-DIA.SS 40(psf) 18" 18• 18' 18" 18" 18• NO 0981 nginbering"lew!tiy: GROMMET AND HEMCORD SERIES 2000 POWERS �3 : (mc�tr:dlt<In.1 HURRICANE PROTECTION WEDGE BOLT 3Y2" 5" 60(psf) 16" ,8" 18' 18• 18" 18- / r"=':''a"'' LL`! ARMOR SCREEN.Inc. (LDT) 90(PSf) 18" 18' 18" 1B' 18" 18' � /! � , 2744'Hlllsboro Road 110 Sf r 5Anp Rd. uue West Palm Beach.FL 33405 (P ) 18" 18• 18• 18• 18" 18• t t r C�T• (C �',•r�, c133+ 0 .(561)841-8890 wtwr.armorscfeen.com P iA• �9 e 47or ;I Date: 10123107 Rev.Date: 10/11110 Rev.Dat©: 04123I15 �j�U ti;.���••• _ uclapp oval cam Scale: Nol to Scale I Page: 15 of 19 +d ��BC;�n•.�.ta;g��6 � I CONCRETE BLOCK (CMU) -Y'• TABLE 4 ANCHOR SPACING CONCRETE BLOCK CMU -3/e" Min. Min. Pressure Spana Min. Min. Pressure !1 Span Anchor Embed. E.D. (psf) to 48•' to 76"Ito 100" to 124" to 148" o Anchor Embed. E.D. (psf) '046"1 to 76" to 100" to 124" to 146" to 169" to 192" 1 Ya' 30(psf) 12" 12" 12" 12- 12" u 30 — Y.•DIA. shall be in 40(psi) 12" 12" 12" 12" 12" LL 1 Ya" (psf) 12" 12" 12" 12' 12" 6 TAPCON SG face shell, shall be 40(psf) 12" 12" 12" 12" 6- 6" — (INSTALL PER 60 1S W-16 Calk-In 2 Yz" (psf) 12" 12" 12" 12" 6" „ MANUFACTURER'S not enface INSTRUCTIONS) a Anchors hell,not 4" 60(pS0 j112' 12" 12" 6' 6 6•' — mortar 90(psf) 12" 12" 6" 6" 6" 1 It) joi (psi) mortar 90(psf) ;112" 12" 6" 6' 6" 1 110 si 12" 6•' 6" 6" 6" o. — — DIA.ALL B 30(psf) 12" 12` 12" 6" joi nits 6" n 110(psf) 12' 12" 6" 5' 6' — — POINTS SOLID shall be In 40(psf) 12" 12" 6" 6" 6" g 30(psf) ,112" 12" 12'" 12" 12" 6" 6 � SET ANCHORS face Shell, H NALUESAND 3" 60(psf) 6" 6" 6" 6` — II Ye"DIA. 40 S j112' 12" 12" 12" 6" 6- PER INSTALLATION not HOLLOW SET shall be (P O — PER MIAMI-DADE mortar 90(pSO — — — — — NOAOS.1110.04 fL DROP-IN inface 4^ 60(psf) ,;,112' 12" 12" 6" 6 6" — EXP.12-2011) joints 110(psO — — — — — ANCHORS shell,not a u (1) mortar 90(psf) 112'• 12" 6" 61' 6" — — �•• 30(psO 12" 12" 12" 6" 6" m shall bei joi Tits 110(psf) 12' 6" 6" 6•' — `°c" face shell, 40(psf) 12" 12" 6" 6" 6" Ya'-20 CALK-IN 3•. 60(Psi) 6" 6" 6" 6•• — cYi 1 %" 30(psf) 112' 12" 12" 12` 12" 6- 6' not G ANCHORS o a mortar 90(psf) — — — — — _1 shall be 40(psf) 112- 12° 12" 12' 6" 6- — joi nits 110 s — — — — — uml TA POWERS in face(PSO r TAPPER 4• 60(psf) 112' 12" 12'• 6" 6 6" E Y.'DIA.x 1 3;' 1%" 30(psf) 12" 12" 12" 12" 12" z (1) hell,not — — EL 410 SS shall be In 40(psO 12" 12' 12" 12" 12" o mortar 90(psf) 112° 12" 6" 6" 6' joints 110(psf) 112' 6" 6" 6" 6" TAPCON face shell, 2Yz' 60(psO 12" 12" 12• 12" 6' Z INSTALL PER not MIAU 03.ADE f3) NO.07-0lt4.p7mortar 90(psf) 12" 12" 6" 6" 6" CMU AND TERRA COTTA BLOCK WITH STUCCO - %4"AND V, � NO. { (1) joints 110(psf) 12' 6" 6" 6" 6" � Min. Min. Pressure � Span 30(psi) 12" 12^ 12• 12' 12" Anchor TABLE 5 tYi Y.'DIA.x 2 Y.' 1 Embed. E.D. (psf) to 48'• to 76" to 100"to 124"to 148" shalt bei 40(psi) 12" 12" 12" 12" 12" ANCHOR O PANELMATE ELCOY."X 2 30(pS0 112" 12" 6" 6" 6•' face shell, O 110 INSTALL PER 3" 60(psO 12" 12" 12" 12" 6" Y." _ SPACING MANUFACTURERS not CRETEFLEX 40(psO 12" 6" 6' 6" F INsmucTloen) mortar 90(Psf) 12" 12" 6" 6" 6" MASONRY — — w It) rn 1 Y4" 2 Y" 60(psO 112" 6" 6" aG joi Tits110(psf) 12" 6" 6` 6" 6" o FASTENERS U INSTALL PER 90(psi) I 6' 6" — — -- Z 3 30(psO 12" 12" 12' 12" 12" 7c MANUFACTURERS O 1 /4" u 1NSTRUCTIO/LS) 110(Psf) I 6' 6•' — — — L) 'DIA.X2Y` O hall be in 40(psf) 12" 12" 12" 12" 12" PANELMATE In 30(psO � 12" 12" 12" 12' 12" INSTALL PER face shell, 2" 60(psf) 12" 12" 12" 12" 6" a MANUFACTURER'S not 40(P51) �I 12• 12" 12• 12" 6" INSTRUCTIONS) 1- CUSTOM mortar 90(psf) 12" 12" 6" 6" 6" � COUPLER IN 3 Y4" 4" 60(psf) ;I 12" 12" 12` 6" 6" - lu 6" 6" 6„ joints 110(psf) 12' 6" 6" 6" 6" EPDXY 90(psf) ?� 12" 12" [HURRICANE a30(p5O 12" 12• 12' 12° 12" 110(psf) 11 12" 12'• 6" 6" 6' HUTTER Shall be 1 40(psf) 12" 12" 12" 12" 12' Notes: 1.Custom fastener-%x 2V threaded rod(30455)w1 Y"x 1 Y.'coupler(31656)fully inserted SERT face shell, ) 4" 60(psi) 12' 12" 12" 12" 6" inY2"dia.3 Ya screen tube fully filed w/Sikadur' nchorrDcA Injection Get. NCHOR W/ not 2.%'x 1"carriage bolt,eye bolt,or machine screw,] DIA. mortar 90(psi) 12" 12" 6" 61• 6" L I INTERNAL •Allo,�,�.l�r�l1q for Terra Cotta Biock with Stucco per HTL Test report HREAD (11 joints 110(psf) 12" 6" 6" 6" 6" ��Ofl60 05-31-06. I P P ARMOR SCREEN CONCRETE BLOCK(CMU)NOTES: ���d`•: �,\C'E NS%•,'� nglneering RavlewBy: GROMMET AND HEMCORD SERIES 2000 •Provide longer fasteners, if required, to allow for thickness of finishes : •,9 Ted bu,n o on.; HURRICANE PROTECTION No 09814 such as stucco,plaster,siding,etc. , •:� ♦._:. 6'=f:,, t.l_a ... ARMOR SCREEN.Inc. 2744 Hillsboro Road NOTES: thur Godfrey Rd.sul, West Palm Beach.FL 33405 •(1)-2 Anchors per Cleat. S ; (561)841-6890 www.armorscreen.com f Tia • I e FL 33fe0 a • $ 3 4rDT'l Date: 10123!07 Rev.Date: 10/11/10 Rev.Date: 04/23/15 ♦ +. ME a OEM "L J ( ) ♦���• �'^ P'. ,�;1m:v.flproduclepprovel'comI Scale: Not to Scale I Page: 16 of 19 .it •dew sin A."�,��1L'3�'4.a�•� , SOLID GROUTED (CMU) AND TAP LE 6 ANCHOR SPACING Anchor Min. Min. Pressure Span Min. Min. Pressurd Span Anchor 11I Embed. E.D. (psf) to 4B" to 76"-Ito,100' to 124" to 148" Embed. E.D. (ps�1 - "I IcIaa" 10 76- to too" 10124- 10148- t0168" tol92" X'DIA.TARCON 1 Y4" 30(psf) 12' 12" 12' 12" 12" VASTM 304-316 3XV 30(psf) 12- 12- 12' 12' 12- 12- 12" SG shall be in 40(psf) 12' 6" 6' SS THREADED shall be 40(psf) 12- 12- 12- 12" 12" 12' 12" (INSTALL PER 12' 12" 0 IN EPDXY MANUFACTURERS face shell, 2 Y2" 60(psf) 12' 12' 6" 6" SS COUPLER in face 12-, 60(psf) 12- 12' 12- 12- 12- 12' 12" INSTRUCTIONS) not — OD EYEBOLT 5hell,not (INSTALL PER mortar 90(Psf) 12' 6" 6" INSTALL PER mortar 90(psf) 12* 12" 1 12- 12" 12" 6' 6' MtAMI-DADE NOA ANUFACTURER'S joints NO.11-0616.00) joints 110(PS9 12- 6" v, — — INSTALL 110(psf)1 12' 12' 12' 12" 6' 6* 6" 30(psf) 12* 12* 12' 12' 6' 2 Y?' 30(psn 11! 24" 24- 24" 24' 1 24" 24' 24' Y.'DIA.X 1 2 Y4" 40(psf) 121" 12" 12' 6" 61 DIA. shall be 40(psf) 24- 24" 24" 24- 24- 24" 24" 410 SS TAPCON shall be in POWERS in face --- (INSTALL PER face, not 2 Y2" 60(ps� 12" 12" 6' 6" 61, WEDGE BOLT shell, 4" 60(psf) 18- 18- 18" 18.1 18" is" 18" MANUFACTURER'S mortar 1 1 — (LDT)410 SS not 90(PSO 121 6' 6" — — (spacing per testa 90(psf) 12" 12' 12" 12' 12' 6' V INSTRUCTIONS) mortar joints dated 12-7-07) 61 6" 110(psf) 61, 6" — — joints 110(psf) 12" 12" 12" 12" 12* 1 __ 30(psf) 12- 12- 6' 6- 6- UJ 30(psf) 12" 12- 12" 12" 12" 12" 12* 1 t_ Y,"DIA POWERS Y.*DIA.410 SS 1 Y4" 40( — 12" =), HOLLOW SET (psf) 12' er 6' 6" shall be 40{psf) 12" 12* 12" 6' 6* 61 6' POWERS shall be in 0 DROP-IN 12- 6* 6' 6* 90(PSO 6 0 WEDGE BOLT 0 Ix ANCHOR in face 60(psO 12" 12" 6' 6* 6" 6" 6" 5 W (INSTALL PER face,not 3 Y4' 60(psf) 12' 6. 6* (INSTALL PER Phell,not mortar ❑e MANUFACTURE-R'S mortar 90(Psf)i MAMUFMANUFACTURERS ' 6" — _J INSTRUCTIONS) Q INSTRUCTIONS) joints 0 joints 110(psf) 12- 6' W 110(psf) 6. 6' — co 30(psf} 12- 12, 12- 12- 6- 1 6' ST" 0 CONFAST 30(psf) 12" 12* 12' 12" 12' shall be 40( 6- 6- 1 HURRICANE %"DIA.CALK-IN Psf) 12- 12 12 0 SHUTTER V 40(psf) i 12- 12- 12" 12" 12- ANCHOR 410 SS n face U) INSERT shall be in (INSTALL PER shell, 5 60(W 12- 12* 6" a, 6* 61 ANCHOR WIY," face, not 4" 60(psf) 12" 12" 12' 12" 6- MANUFACTURE not 90(Psi) 12- 6' 6- 6' — — DIA.INTERNAL mortar INSTUCTIONS) mortar THREAD THREAD 90(PSO 12' 12" 6" 6- 6" 1 joints 110(psf) 12- 6" 6" — — — (spacing per lest joints 6. 6' 6' 6" 30(psf) 24' 24' 24- 24 24" 24' 24' 001 dated 24W8 110(psf) 12' 1 Y4 30(psf) 12' 12" 12" 12" 6. Ye" POWERS shall be 40(psf) 24' 24' 24- 24- 24- 24" 24" MUSHROOM in face DIA.-20 40(pso 12* 12" 12" 6' 6' SPIKE shell, 4,- 60(psf) 18' 18' 18' 18- 18' 18" 18" ANCHOR shall be in ISPACINGPERTEST — ANCHOR face,not 3 Y2" 60(psf) 12" 12. 104 DA'Mo not 90(psf) 12- 12- 12' 12- 12- 6' 6' (INSTALL PER 6" 6' 6" 12J.0T1 mortar MANUFACTURER'S mortar 90(psf) 12' 61 61 — — joints 110(Psf)TJ 12- 1 12' , 12" 12" 6' 6- 6' INSTRUCTIONS) joints 6. 61 — — 110(psf) 12• 1 SOLID GROUTED CMU NOTES: 30(psf) 12' 12- 6- 6• 6. a Spacina— Msteners used in testing are shown at spacing used in tests 2" testing with SF=3 Min. 40(psf) 12' 6" 6" 6" — We r fasteners ca ELCO shall be in 1 Ir CRETE FLEX face,not 2 Y2' 60(psf) 12* 6" ARMOR SCREEN 41OSS mortar 90{psf} 61 J joints No 09814 ngl;etIng Review 1,3y: GROMMET AND HEMCORD SERIES 2000 110(pSf) S' 6' HURRICANE PROTECTION ARMOR SCREEN.Inc. SOLID GROUTED CMU NOTES: 2744 Hillsboro Road I a Provide longer fasteners,if required, to allow for thickness of finishes Z'Godfrey Rd.q its West Palm Beach.FL 33405 104 (561)841-8890 www.armotscreen.com ION 8 FL 3310£F -1011 Illo Rev.Dale: 00231151 such as stucco plaster, siding, etc. �NN . •"Ifi (3x5)666-4707 each. it Date: 10123107 Rev.Date: Scale: Not to Scale I Page: 170119 WOOD SYP #2 -%4" %6" %.' %2" TABLE 7 ANCHOR SPACING III Min. Min. Pressure _ Span Mtn. Mtn. Pressure Span Anchor Embed. E.D. (psf) to 46" to Anchor 7 to 100"to 124" to 148" Embed. E.D. Sf (p )- to 48' t 6' t 100' 1.1124-r6- to 168" to 197 Y"DIA. sf) 12• 12" 12" 6" 6" PANELMATE - 30 12" 12" 12" 6" 6• (INSTALL PER 40 pS 12' 12" 6' 6" 6" A'DIA.SS 40(pS 2" 1 12" 6" 6" 6"MANUFACTURER'S 1�. a,� psf) 12' " 6- 6" — LAG SCREWS 11�'mINSTRUCTIONS) /2�(VALUES PER 90(psf) I;• 6" — — — OR EYE LAG, 2" Stud or sf) .112" 12" 6' 6' — — NOS FOR WOOD m OR HANGER CONSTRUCTION) 110(psf) 6" 6" — -- G BOLT lintel 90(ASO ,i12• 6' 6" a r.•DIA x I Y"'Ss 30 ) 12" 12" 12' 6" 6' O T__._---___._ . 110(psf) a6' 6" — — — } N TAPCON (INSTALL PER O(P 12" 6" 6" 6" 3 O 30(Psf) ',102" 12" 12" 12" 12" 6' G' MANUFACTURER'S 1 3 " 3 Sf Y'DIA.SS O INSTRUCTIONS) Y4 /4 P ) 12" 6" 6" 6" — 40(psf) 02" 12° 12" 12" 6" 6" 6" (VALUES PER LAG SCREW 1 Y2,.into Nos FOR WOOD 90(psf) 6" 6" — — — OR LAG •3" stud or 60(psf) 12" 12" 6" 6" 6" 6" CONSTRUCTION) ANCHOR OR — 110(psf) 6" 6" — — — HANGER lintel 90(PSI) 2" 6" s" — — 30(psf) 12" 12" 12' 6" 6" BOLT --- --- - - - - 110(Psf) 1z" s" 6" LAG SCREWS 1„ 40(psf) 12" 12" 6- 6" I 30(psf) 12" 12" 12" 12" 12" 12" 12' OR EYE LAG 2" into stud 60(psf) 12" 12" 6• 6" OR HANGER LA DIA.SS 40(PSf] 12' 12" 12" t2" 12" 12" 6'or lintel LAG SCREW 2'intoBOLT 90(PSf) 6" 6" -- — OR LAG ANCHOR OR side 60 11A2" 12' 12" 6" 6" 110(psf) 6" 6" — — — HANGER grain 90(Psf) 12' 12" =6- " 6" 6" 30(psf)_ 12" 12" 12" 6" 6" BOLT 110(PSf) 12" 6" 6' 6" 6" — 3;8 DIA.SS 40(psf) 12" 12" 12 6" 6- LAG SCREWS 1 X" OR EYE LAG 2" into stud 60(psf) _ 12" 6" 6- 6" — OR HANGER or lintel 90 sf BOLT (psf) 6" 6" 6- — — 110 Sf 6- 6• WOOD SYP#2 NOTES: •Provide longer fasteners, if required,',to allow for thickness of finishes such as stucco, plaster, siding,etc. •Design as per NDS 2015. •'Lag Anchor to be fully embedded. 3 •Douglas Fir-Larch alternate acceptable wood type i 0w'�OR121 E eFo���oi v" ARMOR SCREEN i ' �xl�fn�rinp Review,ey: GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION ARMOR SCREEN,Inc. K n;, 2744 Hillsboro Road Godfrey Rd.SII'te West Palm Beach,FL 33405 a Oo�j s C I e cn FL 1114b (561)841-8890 www.ar m Bc oe rlcom S� 6 (3os)asa aTor Date: 10/23/07 Rev.Date: 10111/10 Rev.Date: 04/23/15 W. nproductopprovalclm I Scale Not 10 Scale 780119 •r t 0 i ! METAL -%l-%vo TABLE 8 ANCHOR SPACING Anchor Min. Min. Pressure Span Embed. E.D. (psf) to 48" to 76" to 100" to 1241110 148" to 168" to 192" METAL NOTES: J 30(psf) 6" 3" 3• 3• — — — .Minimum 3 pitch shall extend past metal substrate. N =t4 TEKS 40(psf) s" 3" 3" — — — -- •Install as per manufacturer's instructions. L SELF-TAPPING 60(psf) — — _ _ _ _ _ •3"Spacing only valid with C-C hannel& F-Track mounting. Grommet scREws 90(psf) — — — — _ _ — spacing to be 6"on center. 110(psf) _ _- _ _ _ — _ •Rivet-nuts shall be installed es per manufacturer's instructions Y4"-14 � "-14 TEKS 30(psf) 6" 6' 6" 6" 6" 6" 6" with theappropriate tool. rn SCREWS SELF-TAPPING40(psf) 6" 6. 6•' s" s" s• s" • Self drilling screws into 18 gage metal studs shall be through C-Channel U60(psf) 6" 6" 6" 6" 6" 6" 6" with threads into metal studs. a N(spacing per m test#01 dated 90(psf) 6" 6" 6" 6" 1 6" 6" 6' 2-6 08) 110(psf) 6° 6" 6" 6' 6" 6" 6" ! 30(psf) 12" 12" 12° 1z' 12" 12' 12" 40(psf) 12" 12• 12" 12• 12" 1r 12o w 4"-14 TEKS y SELF-TAPPING 60(psf) 12" 12" 12" 12" 12" 12^ 12' SCREWS 90(Psf) 12° tz' 12" 12" 12" 6" 6" 110(psf) 12• 17' 12" 12" 6" 6" 6" 30(psf) 12" 12" 12' 12" 12" 12° 6" LU l:2 =14 TEKS 40(psf) 12• 12• 12" 12" 12" 6" 6" SELF-TAPPIN 60(psf) 12" 12" 12" 6• 6" 6" 6" SCREWS 90(Psf) 12" 12" 6" 6• 6" 6" 3• DROP-IN ANCHOR 110(psf) 12" 12" 6" 6" 6" 3• 3° Embedment 30(psf) 12" 12" 12" 12" 12" 12" 12" r , ~� Y" W 40(psf) 12" 12^ 12" 12" 12• 12" 12• I RIVET-NUTS 1„ 60(Psf) 12" 12" 12" ,Y 12" 12" s" f A 1" 1 9/e' 2" ! o INTERNALLY 1 THREADED 90(psf) 12" 12" 12" 12" 6" 6" 6• i B y" 16" */1 t;. 110(psf) 12" 12" 12" 12• 61 6 6" .BI ' A 5/s' %6" 30(psf) 12' 6" 6" 6" 3" 3" 3" h t C i M 40(pso 12" 6' 6" 3" 3" 3- 3" %'.. ,= ' i r 14 TEKS Ss 3A-DrD In Len th j SELF-TAPPIN 60(psf) 6• 6° " 3' 3" — g t a SCREWS , B-Drop-In Internal Thread I 90(psf) s° 3• 3" 3" — — — ° C-Minimum Thread Engagement 110(PST) 6" 3• 3" — — -- - 30(psf) 12" ,z" 12• ,z" ,z" s" 6" MINIMUM BOLT ENGAGEMENT 1N Z %" 40(psf) ,2" 1r' 12" 12" 6" 6" L s 1 RIVET-NUTS �+ INTERNALLY 1" 60(psf) 12" 12" 6" 6" 6" 6" 6" ���1�f�ENll COUPLER THREADED 90(psf) 12" 12" 6' 6" 6" W 3" ,fit%%N�,�NO/S��I�' 110(psf) 12„ 6" 6" 6.. 3" 3. 3" \•, d Q �.�s�`W. •-•• � AGS 30 31V.LS E •� Review ARMOR SCREEN n�"t�� GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION p �•�r,. z,,,,, ARMOR SCREEN,Inc. 2744 Hillsboro Road Gam: ty so (� 92 "N1hw they R0.Suite west Palm Beach.FL 33405 6 , .� • i (561)841-8890 www.ermorscreen.cvm 'r' Iadf.FL 33140 / �••" " • 5)868-4701 Date: 1023107 Rev.Dale: 10/11/10 Rev.Dale: 04123/15 fR"y'y�Q pmouctappiovat. $cola: Not to Scale Page: t9 0l 19 )i �IQIBEBnG51e�a