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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 71 AT t b � SCIS Home Log In f.User Registration Hot Topics t Submit Surcharge Stats&Facts Publications j Contact Us BCIS Site Map Links Search x„ Product Approval dry'- -USER:Public User -�cc£;.: Product Approval Menu>Product or Application'Search>Aoolication List>Application Detail • FL# FL8363-R7 RECEIVED Application Type Revision Code Version 2017 JUL 9 2 6 201 Application Status Approved ® IJ ST. Lucie County, Permitting Comments Archived ' Product ManufacturerArmor .Screen Cor go" 2744 Hillsboro Roa West Palm Beach, 334 ° %05.2�aROPY . (561)841-8890 dougt@armorscreen.com Authorized Signature Douglas Turner dougt@a rmorscreen.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 Florida License PE-09814 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Simon Segal,P.E. 'JE Validation Checklist-Hardcopy Received Certificate of Independence FL8363 R7 COI Certification of Inde pend_gnce.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 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj FIiPG7oaWmL88... 4/29/2019 Florida Building Code Online Page 2 of 2 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 andHemcord 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.pdf Facilities.The un-breached envelope criterion is met since the Created by Independent Third Party: Yes 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.Coovrieht 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 usedforofficial 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: !^®''' '-i ® a FE,F. CrOit Card;: ..;.. Sate` https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj FIiPG7oaWmL88... 4/29/2019 } i l 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 .Screen may be mounted with opposing primary 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 a 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 Screens 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 past 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/offset,which ever is greater. ASTM E 330-02;ASTM E 1996-05 Level E and ASTM E 1886-05 per Sections 1620 and a All specifications to be equivalent or greater in product. 1626 and fulfills its requirement for opening protection. e Anchor attachments may include standard Wingnut, Hex,Round,and Truss Head Testing performed by Fenestration Testing Laboratory,Inc.Medley,FL: Machine Screws, Stainless Steel Sidewalk Bolt,Carriage Bolts or any other Test Reports: Date:01/28/07 File#07-482 Lab#5174 Report#01 appropriate and equal fastener. Date: 01/28/07 File#07-482 Lab#5180 Report#02 .All Aluminum Extrusions to be minimum 6063-T6 or as in 1 Date: 08/25/07 File'#07-482 Lab#5279 Report#03 .The thickness of typical facing materials i.e. 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 anchor embedment. Longer fasteners may be Date: 02/08/08 File#08-482 Lab#5533 Report#01 used to allow for facing materials. s •Has been tested for resistance to burning,smoke,ignition,temperature and weathering: a Anchor embedment shall be in face shell, not mortar joints. ASTM C158,ASTM D 635-C1,ASTM D 638,ASTM D1929 and ASTM G 155. •Drop-In and Calk-In Anchors shall be flush with 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 •If tapcons are used with Grommet Style Screen,a washer should be utilized. voluminous water intrusion,even from torrential rains. • 18"and 12"attachment spacing for short spans(less than 76")may experience large In dry conditions,the pores remain open,and based on testing,allow approximately 3%of screen deflections and incomplete closure at edges between anchors. the wind to pass through. •The screens may be installed at any height 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 exceeded. t and remains intact under impact and air pressure loading- Thisenvelopecriterion is a All fasteners shall be corrosion resistant as specified in the IRC and IBC. met when the system encloses the protected opening all around. t •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 2/3 of the threaded statement:"Armor Screen Corporation,West Palm Beach,FL,Testing Standards, Current length of the fastener. For Y"diameter drop-in anchor the thread length is 76"and FBC Number,Job Name and Screen Opening/Number,Patented and Patents Pending, US the fastener length is 2". Therefore, the minimum engagement length for the eyebolt Patent No. 6176050". is 9/16". The minimum engagement length for a %"eyebolt is 716"and for a Y4"bolt 16". PRODUCT DATA:. •In instances'where'a screen is made up of two pieces of fabric or for repair purposes, � a flat felt seam or triple layer hem with a minimum of two rows of double lock stitch •Geosynthetic hurricane screen: The hurricane screen shall be produced from a thread is acceptable. The anchor attachment,i.e-loops or buckles&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 e Span side anchors are optional. Puncture Strength (ASTM D4833) 130 LBS -Flaps as depicted in the drawings are optional. 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 j Thickness (ASTM D5199) 20 MIL. All Geo VOMOAMA4F,. Screen assembly details depicted within these drawings are typical for the EI Wide Width Elongation (ASTM D4595) 22 x 21% Inst i$I)%&n a atemenl and impact system only. All other building components shown ! Apparent Opening Size 30 US STD Sieve tt !/ d as c samples and riot constructed by the screen company. Percentage of Open Area 5% % 1. f ARMOR SCREEN LIMITATIONS OF USE: a tD �� fi gl`aeerhgReviewBy: GROMMET AND HEMCORDSERIES 2000 } m .o° 1'-0 0("man,•crit) 3 Maximum Span 192 Inches Hemcord HURRICANE PROTECTION 148 Inches Grommete ,mow c z r� t.u, " ''^` b(r,fv4�°� tf tvinxs:�„ti ARMOR SCREEN,Inc. ; Maximum Non-Span Unlimited,Utilizing side overlapping details,page 8 2744 Hillsboro Road l Maximum Design Pressure +110 /-110 PSF " STA-E r Godfrey Rd.Suile west Palm Beach,FL 33405 i (1'"« 104 (561)841 8690 www.armarscreen.com • The design ressure may be increased 5%for negative loads. '<` �u�i s°ach,FL 33140 g p y g o bate:'10/23/07 ev Dale:10/11!10 Re Date 1 211 6/2 01 7 ° V 0 (305)rifitf-A7U7 - __ Span equals the distance between the primary rows of fasteners or grommets. w,a _«T • p Y g og .flproAuclapproval.com .4 ti "^po. r Scale.Not to Scale age: of 19 1.5"-2 Sided Screen 1.0"-3 Sided Screen #2 Nickel Plated Brass Grommet I, l M-- 1.519±.014 ' � 0.110 � 4.0" 3.5" 0.164+.000-1 0203 I L I 00.420 00.630 Welded Hemcord with Stitching Detail Grommet with Stitching Detail Stitching Detail Stitching Detail - Hemcord Dia.:5/6" - Support Edge, Trifold Seam around 4"Polypro webbing Sewing includes 2 rows, Double Lock Stitch,of I - Sewing includes 2 rows, Double Lock Stitch,of Anefil Anefil Nylon T135 Bonded Thread or equal. Same as above extrusion Nylon T135 bonded thread or equal. - Reinforced welded hemcord includes a 2" trifold # - Grommetted through seam. 1 Polypro Seam sewn over-the weld. ;. 2.240 i T 0.164 J0.120 ® \ i 0.768 if 600.652 00.5 00.765 (� • 12".or 18" 2.307- 01. .307 0^ RO 418 10.120 ` O r Anchor 0'799 1 t • - 0.38 0.263Spacing o. sa i Set Screw -Set Screw ® - - C-Channel 10"Segmented Allo 6063-T6 Aluminum Keyhole Slot in Keyhole Slot in C-Channel 5" Segmented Y� q Continuous Segmented C-Channel Alloy: 6063-T6 C-Channel NOTE: Heavier alternate extrusion may be used. C-Channel Aluminum Alloy: 606 &Qt,, % NOTES: Alu;O ` ° , ORD / C-CHANNEL • The length of the segmented C-Channel is governed by the strength of the Y � ✓ v ARMOR SCREEN fabric to C-Channel connection, not the hardware attachment to the C-Channel. too tj�81 EngA},aeript eS;evrBY`. GROMMET AND HEMCORD SERIES 2000 • When a Keyhole Sl -. r�Yst `i' y Slot or washer is used oncontinuous C-Channel a set screw= ,,, HURRICANE PROTECTION + R SCREEN,Inc. through the channel and into the substrate is required to lock in place. ARMO s �x =i= 2744 Hillsboro Road • For Anchor Spacing; see Anchor Tables on'pages 1,4- 19. -. , ,rtr#,Ur�,arreyazd.s,,te West Palm Beach,FL 33405 (9 J561)841-8890 www.ormorscroen.com • A%4"TEK Screw may be used to secure the C-Channel end to limit screen . ,. 5�a rL 33140 Date: 10/23107 Rev.Date: 10/11/10 Rev.Date: movement. ,, y r , •v .>li uct<ipprow1mm 12/18/2017 Scale: Out to Scale Page: 2 of 19 tC, ° k Embedment 4 Embedment Edge " Edge �. Edge a• Distance ° Distance Distance V __- - Finish - Finish -I'- Finish ickness E mbednent Thickness Thickness nbedment Embedme nl , Edge Distance 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 t', 2", and 3" Minimum .125" x 6063-T6 Minimum .125"x 6063-T6 Build-Out) Anchoring Detail Anchoring Detail Anchoring Detail Embedment Embedment Facing J2��, 4iy`•xr o � h S Edge Q1� TII( DistanceU1 Brick,Stone or any A Non-Structural Facing ' ,•o `- Finish ,r Embedment Thickness CMU and Terracotta Block Epoxy Anchor see Table 5, page 16 3Grommet /e Eye.Lag for anchoring details Anchoring Detailx,11 gip. V U� •� t v:. Edge Distance Y4°or%8" Hanger Bolt with Coupler, Panelmate or Hex Lag Screw a (Non-Structural Facing) s • (Caulk or; ,r. d to seal facing) %r'Aluminum Tube/Angle Soreg °'c 9 maybe For Build-Out a'• •' c Embed ent Ed e e a ". N Edge •. .. g �", Dista ce "xp :o 6063-T6'Alloy ' 4 Distance :• ��, .' d 0 09814 ;; ARMOR'SCREEN '- Finish y+t Elnc�eang Review.By: GROMMET AND HEMCORD SERIES 2000 t - Finish n trl().Y r, Gia E mbedme nt Thickness Load .Embedment Thickness r t LLC HURRICANE PROTECTION �. C t .r,, t1Pr.re C eat ARMOR SCREEN,Inc. 2t z3 2744 Hillsboro Road 45 C-Channel 90' C-Channel 180' C-Channel f, y�iGodfreyRd:Sute West Palm Beach,FL 33405 i 104 (561)841.8890 www.a,rmors,creen.com t t i Boach.FL1.13140 (,30.,)060-4707 Date: 10/23107 Rev.Date: 10/11/10 1 Rev.Dat12l18f2017 �,� } r CC•.- a f1productapprovAl.com Scale: Not to Scale I Page: 3 of 19 iii9flfi ,. r } #2 Nickel Plated Brass Grommet(TYP) i O O i O O O 3fp Ei 1 t V' 1 0. rn x m L V / O O O O O O •v ( Unlimited Width Non-Span Direct Mount Direct Mount F-Track GROMMET VERTICAL INSTALLATION Typical Vertical Typical Vertical Typical Vertical (Span Sides=Welded Seam) Sectional View Window Window Sectional View Sectional View ° ° ° ° ° ° T NOTES: `� • Typical screen anchor attachment may be grommet, continuous C-Channel, i segmented C-Channel or any m combination. • The length of the Segmented C-Channelto is governed by the strength of the fabric to M 10"Segmented C-Channel C-Channel connection, not the hardware Alloy: 6063-T6 Aluminum(TYP)1 attachment to the C-Channel. I 0 0 3 5"Segmented CShannel • Alloy: 6063-T6 Aluminum Typical Spacing ' per Anchor Table • (TYP) �` , .� -�'• ®. � �,�k&7?�4nD°nJ-� Unlimited Width Non-Span 0RE `` NNEL VERTICAL INSTALLATION C-Channel C-Channel (top) N "_.No ? (Span Sides=Welded Seam) Typical Vertical F-Track (bottom) * ep ARMOR SCREEN Window Typical Vertical ..� see Note No 09814 E{,cdlneegng Review By., GROMMET AND HEMCORD SERIES 2000 Sectional View Window ° #{� ""/1r'rnrr HURRICANE PROTECTION Sectional View PLAN VIEW, VERTICAL SCREEN, s:sw-a*os,t.tx' ,_^^ X01,= (.,�1a4:r„natlx/ ARMOR SCREEN,Inc. TRAPPED OPENING 1° r;n� 2744 Hillsboro Road S P S r 9'2%ea(trK`�,odrreyRd,Suite West Palm Beach,FL 33405 NOTE: For a trapped opening,side anchors are optional ib `q* 104 (SG7)841-8890 www.ormorscreen.com /` each,FL 33140 Dale: 10/23/07 Rev.Date: 10/11/10 Rev.Date:12110201 i the span side of the screen. Screen should butt the walls��� y .y,, ��'�' osl808-aim produclapproval.com Scale: Not to Scale I Page: 4 of 19 1 MAX SPAN:146"for Grommets � or 192"for Hemcord J O O Direct Mount Columns ! Plan View i O O Direct Mount a Typical Window O O z Plan View ° z 0 W O O F-Track Typical Window Plan View O O I J=� O O ' HORIZONTAL INSTALLATION C-Channel NOTE: (Span Sides=Welded Seam) i Maximum Span 192" Typical screen anchor attachment may be grommet, continuous C-Channel, Typical Window segmented C-Channel or any combination. f i Plan View Load No 098 1 4 � ARMOR SCREEN C-Channel En' nPering Review By: GROMMET AND HEMCORD SERIES 2000 < .pct Be!nla;l0r1t9 HURRICANE PROTECTION Maximum Span 192" sa.irale •t�` rnr 2a 1f€aftnxv ,^S ARMOR SCREEN:Inc. Column Mount ` r t p'L 2744 Hillsboro Road dhur Godfrey Rd.Suite West Palm Beach,FL 33465 Plan View "" 104 (561)641.8690 www.armorscreen.com �`�S` %% Jami beach.Fl,33140 (305)96&4707 Date: 10123!07 Rev.,Ray.Date: 1CV11I10 Date: 12/162 7 w ,.iif)mductnpproval.com Scale: Not to Scale Page: Sof 19 �q�J93�68�fl$�° 1 Continuous C-Channel Non-Span I Non-Span ' Keyhole Clip 0 — o o Segmented C-Channel a a I nside Flap r I n' Span j t r o i i t Span a. i d COMBINATION ATTACHMENT W/KEYHOLE CLIPS AND CARRIAGE BOLTS Grommets Weather Side OR CONTINUOUS C-CHANNEL Flap NOTES:" Typical screen anchor attachment may be grommet, lo continuous C-Channel,segmented C-Channel or any ® 7YP' combination. ®For Combination Grommet/Hemcord System, use the grommet span. Strap material equal to DirecTex 2" High Tenacity Polypro a " bla �rk�ruhite. <. ' rovt��gsed"Armor Screen" imprint is.proprietary to 4y ARMOR SCREEN j COMBINATION ATTACHMENT pia 4yr n ° tlt? ritigReviewBy: GROMMET AND HEMCORD SERIES 2000 3 ie„a/3errr'ttt 'nu+ HURRICANE PROTECTION W/ EYEBOLT, BUCKLE/STRAP, ° ARMOR SCREEN,Inc. AND SEGMENTED C-CHANNEL '1��- 2?,52 West Hillsboro Road i Y� Jf�wuQGodrro Rd.Suite West Palm Beach,FL 33405 i not to scale °�a t ° YrCoA Y (561)641-6890_ www.arrnorscreen.com ! ` p Beach,FL 33140 ..._.. ` Dale: 10123!07 Ray.os>6o64�0� Date: 10!11/10 Ray.Date: 12/16/20 7For buckle/strapdetails, see page 11r I Scale: Not to Scale Pago: 6of19 �dy i MAX SPAN:148"for Grommets MAX SPAN:148"for Grommets or 192"for Hemcord f or 192"for Hemcord P : i# O O O 1 y Direct Mount O z Columns a Plan View o O O O z r 0 s O ---- ----'---- ------- In W d •acv O O 'Q j3I i Direct Mount O Typical Window Plan View O O Common Anchors NOTES: _ -------'-------�-- – — ---- a Two adjacent screens may share common anchors. Typical screen anchor attachment may be grommet, continuous C-Channel, segmented C-Channel or any combination. I F-Track Typical Window Plan View t Anchors common to both screens ! ,�a®o�teotttel��� BE % BF JJ,. ;- �eGo.•`�ENs' MMON ANCHORS �'• • aARMOR SCREEN NO 09814 C-Channel Max. Span 192" ,Engl 'Aedng Review.By: GROMMET AND HEMCORD SERIES 2000 -. Ar, e1f�f'c�Efer;nanarld HURRICANE PROTECTION ' Typical Window „ • n:r�ocarlt+.;,LLr i Plan View " �;, ^+otA:3;n• a„a,:rz ARMOR SCREEN,Inc. o ; •,% 2744 Hillsboro Road m5tttur Godfrey Rd.Suite, west Palm Beach,FL 33405 i "�(. '.� 104 (561)841-8690 wNw.ormorscreen,com e� t�llnml Beach,FL 331d0 Dale: 10/23107 Rev.Date: 10!11/10 Rev.Date 12/18201 f �� it' y,,. , '� (305)608-4707 M t'11 productapprovaLcom Scale: Not to Scalo Pago: 7 of 19 I ���B�PAn8484294 s 12'Mlnlmum O O O O O. .O O O O O O O .O O O Structure OPartingEa G 3y" NON-SPAN SECTION 3Yz i MINIMUM EDGE OVERLAP (Vertical and Horizontal) 0 0 0 0 � o 0 0 0 0 ; o 0 0 0 0 0 i TYPE 1 GROMMET SCREEN OVERLAP Max 148"Span 24"Maxim ) 3' , O O O O O O O O i F f-1 p pgEp O O O O O O O m O O ii C O @ Z � X L W a O Q ` 7 N N a d 0 C o O 0 0 o d o 0 0 Unlimited Width Non-Span TYPE 2 GROMMET SCREEN OVERLAP . ���g�tl6@C8dg9d j SCREEN-GROMMET/C-CHANNEL NOTES: i 4 A � ARMOR SCREEN •Span"Side Anchors are optional. 6tAE� t, �;Fing Review By: GROMMET AND HEMCORD SERIES 2000. •If adjacent screens are overlapped 3"and connected'throu h the 09814 ° t..�.,� wanam't 1 PP 9. ;�„ HURRICANE PROTECTION grommets with minimum deflection,a y"nylon bolt/nut assembly s u" ;giARMOR SCREEN,Inc. i • na i should be used 12" on center maximum, _ �;�.� 2744 Hillsboro Road • 33405 Adjacent screens may also be connected with approved buckle/strap. 4 I �ti ny Rd:Suite West Patin Beach F�armor .." (551).841-8890 www armorsveen com 4 �f, Oncb.FL 33140 5)BCtt•4707 Date 10/23707 �Re?Date"10/11T10IReG:`Datd12/1Bf °'t r��f e+ prndi clapprwal.bm Scale: Not to Scale Page: 8 of 19 _._......_............ ._.w...„„_,.,.,...,w. ..... .w,.•.._... _e__. ,,�.,..,...._, v,.W.....y.,..........�,..........•.�..�v,� ._...,...»...w_.,......,,..�.,, ��°BEr�'n�„'°VA��:.x:�1'��� Edgo Edge � - TO Anchors Dist ance •�•. Distance P Bottom Midpoint —`—�# Finish lshAnchor(TYP.) EmbedmentThickness Embedment hickness Grommet Grommet Bottom Anchors Direct Mount F-Track Top Anchoring Detail Top Anchoring Detail Plan View Edge Distance Edge DEFLECTION istance @ Mid Span of Screen SPAN 311 rbc;` 1 3/4 - Y.! o _ W p B a --- —-– • — ottom Return i Anchors -- Elevation Offset Distance Return Anchors ANGLED SCREEN NOTES: 1. Refer to Deflection Table D-1.1 page 13. 2. Bottom Return Requires a midpoint anchor. 3. Side Return (span side)anchors are optional. 4. Typical screen anchor attachment may be grommet, continuous C-Channel, segmented C-Channel or any combination. I E a ' I 6""P.) LED SCREEN a7: •,° m ARMOR SCREEN _.�..__ _�_� O n/aims l tee• a Enynrf, Review By: GROMMET AND HEMCORD SERIES 2000 ' ' d.'• t'a' ,_ r o a' • r Nj09814 — brd U.earsen arr ald HURRICANE PROTECTION LLCARMOR SCREEN,Inc. a ig y' � y .a � .,+ C,Bt.EGirtie 31!+�Im.trutiaiR 1 a {74'a tJ + °• ° ry�n �,. 2744 Hillsboro Road ' "'' tD , t 7 G.� 250 npv�c'�llrey Rd.uuilo West Palm Beach,FL 33405 j Bottom Return Anchors Alternate Bottom -4014 (561)841-8..890 www.armorscreen.com ,o Nit ch.FL 33140 ' Direct Mount ° a paHt t' y �1 Heti-4707 Date: 04/02/07 Rev.Dale: 10/11/10 Rev.Dele:12/16/17 Using Segmented F-Track Corner Attachment �<`s' ;.� �� ` d h .nz.... �M nv�f►oducl,pproval.mm Scale: Not to Scale I Page: 9 o1 19 I' Storm Bar Span Storm Bar Span L7 r STORM,BAR NOTES: 0 of 1. Refer to Table'D-1.2 on page 13. 2. The storm bar system is designed to achieve deflection ru and may utilize one or more storm bars. The JF offset'may be increased.with blocking at the support. '5 Ms 3. Storm bars may be positioned horizontal,vertical or as !i eflection r i; required. 4. The storm bar bracket may be permanent or removable Single u i g Storm Bar Single Storm Bar with and attached to the structure using two(2)approved Y4 �1 ;® Elevation Multiple Openings inch anchors. Refer to pages 14-19. — Offset Elevation 5. The storm bar and screen should extend past the ) s protected opening by 1 z times the offset. j i; 6. Use"opening"span and positive wind pressure to o determine the minimum separation between screen and glazing. I ® 7. Use"anchor"span and negative wind pressure to i determine fastener size andspacing. C T n Iii U) ii eflection r i Multiple Storm Bar Vertical Storm Bar till Elevation Elevation ) Ali "H" Bracket1 �. Screere Span Aluminum 1�/_J ^� Offset i;;�;• t 0i .: Wall--- 3"Clevis 2" Pin Zinc Multiple'Storm Bar with Single Opening s Glass Ends closed with a vinyl cap Cotter Pin Zil1c I t— —Screen Span-----------, 2' x 6"Aluminum Tube BRACKET 6063-T6 i STORM BAR & BRACKET i i �. ORE "o.• �,"� T®RM BAR SYSTEM qti >, S °o• ARMOR SCREEN �••' © "`•• �ineorin0 Review By: GROMMET AND HEMCORD SERIES 2000 Building Structure between adjacent window/door frames ��• t7 381 a?ed r3ornan a" i w., HURRICANE PROTECTION may act as a Storm Bar if proper offset to the glazing is " t;; t ;;a!a if+ !Ivrr.,'cr,tx ARMOR SCREEN,Inc. jrnG present. This applies to a vertical or horizontal applications. 2744 Hillsboro Road ,�n,BrGoalrreyl a s„ttP west Palm Beach,FL 33405 �y ieA (561)841-8890 www.ormorscreen.corn i 60Y.gen"Fl.3314p = •a Dato: 10123!07 Rev.Dale: 10/11/10 Rev.Date: 12/18/17 .Y�C+•• L '�opui(r: "iu tn,a"\ g (305)B66-A70I c° f� �\ �nYN.Bprndnnldpproval.mm Scale: Not to Scale Paco: 10 of 19 • �itw9�t4��..000�� Max.Span 192" TYP.of Below t Any Approved Anchor System -nnummlc Offset Deflection okn 1%"rninlmum sµm Pneumatic Device Pneumatic Device Double Air Bag (Typ.) Plan View Wkctkm s i { Deflection Offset (mid span} Single Air Bag Side Sectional Plan View End Supported PD r,/-Structural Member _ .44'.4+• .1r •tet f --�- Side Sectional _ Offset End Supported PD "— —� 1 n"minimum ._ Pneumatic Device Deflection-The midspan between the Anchor and Pneumatic Device. Top Sectional STORE FRONT OR CURTAIN WALL APPLICATION End Supported PD Plan View { i 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 pump Pneumatic Device intended for air mattresses or equivalent device's. 3. Upon removal, the Pneumatic Device should be deflated and stored with screen { barrier.- PNEUMATIC DEVICE(PD)DEFLECTION SYSTEM NOTES:, 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. i 4. Inflation of the device requires a minimum pressure of 2.0 psi. �� A 5. One or more devices may be used to achieve separation. �.� ,a` ��� DTIC DEFLECTION SYSTEM 6. This system may be.positioned horizontally, vertically, or as required. >'°;a. «- '�, ARMOR SCREEN 7. The pneumatic device may be permanently attached to the screen or made +/, : ng7ficring RcvlowEBy: GROMMET AND HEMCORD SERIES 2D00 removable. No U9S 4 t ,sr{nmr,o ' .. .¢r .� HURRICANE PROTECTION 8. The sleeve should not be attached to the building structure unless designed as a ite# s°r ARMOR SCREEN.Inc. t"kr' ; }�wf...z'z5ot3e 2744 Hillsboro-Road ' specific installation by a structural engineer, trt� 1 .",�dt'Pr C-Aircrtft;Su;to truest Palm Beach,FL 33405 9. The pneumatic device should be positioned to provide adequate deflection betWe �} STAT' OF ! 104 {561)841-BB90 www.armorscreen.cnm I!:. Q• n3 it accts,FL 3314,0 the screen 1 barrier and surface being protected. ® 4 R` t t3V,)W-47007 Date: 10123/07 Rev.Date: 10/11110 Rev.Date:`I 18117 �O«p ` � ,-. vsy�W;n;:tactut:fn =OVZS.axte scale: Not to scats Page: 11 of 19 , .,, l 0 0 4 CENTER HEM DEFLECTION SYSTEM NOTES: Multilayer Structural 1. Refer to Deflection Table D-1.1 on page 13. Deflection Hem at Mid-Span 2. This system is designed to achieve deflection by (Typ.) pulling and.supporting the center of the screen Stitching Detail. towards the windward'direction. a Offset. -Sewing includes 2 rows, yy 3. One or more structural hems with buckles and Double Lock Stitch,of Anefil k' ' Nylon T135 bonded thread or straps may be used to achieve deflection. Y 4. The support hem system may be positioned equal. Wellington horizontal,vertical or as required. . Synthetic Fiber 5. Screen unable to return should extend past Strand Product No. 3 protected opening by distance equal to or greater M-170 H or equal. than the minimum deflection!offset,which ever is greater. :••••.••••••• 6. Strap material equal to DirecTex 2"High Tenacity j 4 Earth Anchor Polypro black or while. Stabilized with a 4"dia.x 6" 7. Buckle with raised"Armor Screen"imprint is Minimum Schedule 40 PVC Sleeve. proprietary to Armor Screen Corp. See chart on this page. Soil shall be minimum dense course sand. CENTER HEM SUPPORT ANCHORS i 0 0 0 0 SPAN ANCHOR MIN. MIN. up to 100"up to 192" l EMBED. E.D. i Deflection w ANCHOR SPACING (TYp-) Buckle shall be O Ye'DROP-IN ANCHOR 1 Y21, 4" 16" 12" super contoured\ v t Offset buckle by Nexus or a1 equal(TYP.). b 1 o i O Y"DROP-IN ANCHOR 2" 5" 24" 18" e+s 1 p EARTH ANCHOR vu') Yz'x 30"SHAFT x 4"HELIX 28" NIA 24" 24" !n? WITH WELDED EYE. tppm.�� th O 3150 LBS WORKING LOAD E2 g Luu ort PAVER ANCHOR U to Z X"x 30"SHAFT x 4"HELIX 28" N 24" 18" O o WITH SS COUPLER AND a U) SS EYEBOLT —� SPAN 4 HEM DEFLECTION SYSTEM ARMOR SCREEN G `�' ' 9 g y. GROMMET AND HEMCORD SERIES 2000 . f : n Irroerin Review a •i;` + "y.' Ted Bprrnanwit; HURRICANE PROTECTION i No €9614 :Assocjaies,L!0 — �•• t ap ARMOR SCREEN,Inc. :•,,: .•••,,''• " .6rt '� a:Ft:'S�! 2744 Hillsboro Road 2241hur Godfrey Rd.Sulte west Palm Beach,FL 33405 Drop-In Anchor " .H -'L 104 (581)041-8890 www.ormcwscreen.com See chart on this page. r�1 e T A,TE. i' 4 twmt Beach.FL 33140 Date: 70!23107 Rev.Dato: 10111!10 Rev,bate:l2/T8/1T ,s t-1 aa:<ra<rre men rr•..` em (305)868.4707 . . "9—.8productapproval.com Scale: Not to Scale Page: 12 o1 19 ! vr. , TABLE D-1.1 TABLE D-1.2 Grommet- Herncord Series 2000 Deflection Table Grommet i Hemcord Storm Bar Ffeet Span Deflection in inches Sturm Bar Span/ in inches 30 psf 40 psf 50 psf 60 psf 70 psf 90 psf 110 psf Length 4' S' 6' 8' 10' 12' 24 2.0 2.1 2.3 2.5 2.6 3.0 3.4 Max.PSF PER TABLE D1.1 3f 3.0 32- 3.4 3.8 4.0 4.6 5.1 DeflectionPER TABLE D1.1 48 3.9 4.3 45 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 i 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%' 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 ft.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 X 10 ft. 4 in. 124 10.2 11.0 11.7 13.0 13.7 15.7 17.6 606.1-76 11 ft. 4 in. 136 11.2 12.1 12.8 14.3 15,0 17.3 19.3 12 ft. 4 in. 148 1 12.1 1 13.2 13.7 15.5 1 16.3 1 18.8 21.0 _ Hemcord Series 2000 Deflection Table 13 ft. 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 2.1.3 23.9 15 ft. 180 '14.8 16.0 16.9 18.9 19.8 22.9 25.6 16 ft. 192 u15.7 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=VJ*1-12 Rv=W'(LA2)J(DEFLECTION) SCREEN REACTIONS FOR PRESSURE AND SPAN TENSION=(RI1^2Rv^2)^o.5 Span 6 ft. 7 ft. 8 ft. 9 ft. 10 ft. 11 ft. 12 ft. Rv Load 2 ft. 3 fl. 4 ft. 5 ft. 4 in. 4 in. 4 in. 4 in. 4 in. 4 in. 4 in. 13 ft t 14 ft. 15 ft. 16 ft. (psf) -- __- _ Rh 24" 36" 48" 60" 76" 88" 100" 112" 124" 136" 148" 156" 168" 180" 192" i 3(� Rh 30.0 45.0 60.0 75.0 95.0 11Q.0 125.0 140.0 155.0 170.0 185.0 195.0 210.0 225.0 240.0 RV 90.0 135.0 184.6 2296 291.1 336.1 381.1 426.1 471.1 516.1 565.7 5951.1 639.1 684.1 733.8 40 Rh 40.0 60.0 8G.0 100.0 ?26.? 146.7 166.7 186.7 206.7 226.7 246.7 266.0 280.0 300.0 320.0 Rv i 14.3 168.8 223.3 283.0 353.9 413.6 468.1 522.6 582.4 636.9 691.4 729.5 784.0 843.8 898.3 Sean -- Deflection 60 Rh 60.0 90.0 120.0 150.0 190.0 7.20.0 250.0 280.0 310.0 -- - 370.0 394.0 420.0 450.0 480.0 Pressure PSF 144.0 213.2 288.0 357.1 1451.2 526.0 595.2 664.3 739.2 808.3 883.2 927.5 1002.3 1071.4 1140.6 t 70 - Rh 70.0 1105.0 140.0 175.0 221.7 256.7 291.7 3'26 7 361.7 396.7 431.7 455.0 490.0 525.0 560 0 } _ R� 150.0 225.0 300 G 375 0 478 6 553.5_628.5 703.5 714.i {778.6 928.6 980.4 1055.4 1130.4 1205.4 I 90 Rh 90.0 135.0 180.() 225A 285.0 330.0 375 0 420.0 465.0_ 510.G 555.0 5_85 0 630.Q 675.0 720.0 Rh I Rv 18-.0 7.64.1 354.1 444.1 558.7„ 646.2 738.2 828.2 918.2 1002.3 1092.3 1'152:3 1242.3 132641 1416.4 Rv 110 Rh 110.0 X165.0 220.0 1275.0 '84 .3 403.3 458.3 513.3 568.3 623.3 678.3 715.0 770.0 825.0 880.0 Rv 194,1 291.2 3"08.2 485.3 612.8 709.9_806.9 904.0 1001.1 109II.1 1195.2 1256.1 1353.1 1450.2_ 1547.3 ®$��4p6Bt18R8►00g ,sp�� Ne� FLECTION TABLES NOTES: a 1. Deflections are delivered from test results. �`"��•• •• �j.� ARMOR SCREEN 2. Reaction Rh can be positive(towards structure)or negative(away from stricture). No 09814 •.Englroring Review By. GROMMET AND HEMCORD SERIES 2000 3. Rv is always tension as shown, ;; e• °w*cCIR"tV11 HURRICANE PROTECTION a A,.,'yi.(,aLvs.LLC ARMOR SCREEN,Inc. •'1t M2 2744 Hillsboro Road .A hr Godfrey Rd.Suite west Palm Beach,FL 33405 104 (561)841-8890 www.armorscreen.com . !� QFIS, FL 33140 °,o •• f ♦ Date: 10/23/07 Rev.Date: 10/11110 Rev.Date:12/18f17 u� . a faose acs 4107 �4 S• V't• .ahr.Rproductdpprwal•oo" Scale: Not to Scale Pege: 13 0119 l . �eBs�ptaaneati�s��� CONCRETE, 3000 PSI - %4" AND 5/6" ANCHORS TABLE 2 ANCHOR SPACING Min. Min. Pressure S a Min. Min. Pressure Span Anchor Anchor Embed. E.D. (psf) to 48" to 76" to 10 (to 12a^ to 148" Embed. E.D. (psf) to 48" to 76" to loo"'to 12a" to 148" 30(psf) 12" 12" 2" 12" a^DIA.ALL 30(psi) 12" 12" 12" 6" 6" Y4"DIA.SS 40(psf) 12" 12" 12" 12" 12" POINTS SOLID 40(psf) 12" 12" 6" 9' 6" 60 Sf SET ANCHORS 60 Sf ANCHORS 1" 3}�2' (P ) 12" 12" 12" 12" 6" (VALUESANO %; 3" (psi) 12" s" 6" 6„ _. 90 Sf INSTALLATION PER 90 Sf (1) (psi) 12" 12" 6" 6" 6" MIAMIFOADE NOA (P ) 12' 6" 6" 110(psi) 12" 12" 6" 6" 6" rt-0es.d6 110(psi) 6" 6 30(psf) r12 12" 12" 12" 12 to 30(psi) 12" 12" 12" 12" 12" X 4"-20 CALK-IN Y4"DIA. 40(psf) 12" 12" 6" 6" 40(psf) 12" 12" 12" 12" 12" TAPCON SG O ANCHORS_ (INSTALL PER(INSTALL PER 1 Y4" 2 Y2" 60(psf) 12" 6" 6" 6" 1Y" -' 3Y2" 60(psf) 12" 12" 12" 12" 6 (� MANUFACTURER'SMIAMI-0ADE NOA 90\PSf) 6" 6" -- NSTRUCTIONS) 90(psf) 12" 12" 6 6 6 NO.11_0616.04) .-'~ Q (1) 110(psf) 6" 6" -- c� F 110(psf) 12" 12" �6 16 6 30(psf) 12" 12" 12" 12" 12" \ y,"Dia. 30(psf) 12" 12" 1 12" 1 12" 12" 0 Powers SS 40(psi) 12" 12" 12" 12" 12" 40(psi) 12" 12" 12" 12" 12" (P ) Y4"DIA.X 1%4^ Z Mushroom rn sS TAPCON 1 3/" 2Y2" 60(psf) 12" 12" 12' 12" 6" Q Spike Anchor 1 y" 3Yz" 60(psf) 12" 12" 12" 12" 6" (1) 90(psf) 12" 12" 6 6 6" (install per 90(psf) 12" 12" 6" 6" 6" 0 manufacturer's - = 110(psf) 12" 12" 6" 6" 6" IL Instructions) (1) 110(psf) 12" 12" 6" 6" 6" Z 0( f 12" 12" 12" - W 4"DIA. 30(psf) 12" 12" 12" 12" 12" Q Y4"DIA.X 2 Yi' 40(pSf) 12" 12" 12" 12" > '4 U DROP-IN X HO SET 40(psi) 12" 12" 12" 12" 12" PANELMATE (INSTALL PER 1 Yq" 9YV 60(pSf) 12" 12" 2" 2° 6" Z ANCHORS 1/B 3Y2' 60(psi) 12^.. 12" 12" 12" 6" r PANELMATE - ----."-- O IINSTALLPER - Ll INSTRUCTIONS) 90(psi) 12" 12" 6" 6" u, V MANUFACTURER'S 90(psf) 12" 12" 6" 6" 6" w (1) — INSTRUCTIONS) -- � 110(psi) 12" 12" 6" 6" 6" a (1) 110(psf) 12" 12" 6" 6" 6" U 30(psi) 12" 12" 6" 6- 6" 04"CONFAST 30(psi) 12" 12" 1 12" 12" 12" 0 Y4"DIA. 40(psf) 12" 6" 6" 6" 6" O HURRICANE 40(psi) 12" 12" 12" 12" 12" () SAMMYS SSC C) SHUTTER (INSTALL PER 2 Y" 2 Y2" 60(psf) 12" 6" 6" 6" , . INSERT 1 4" 60(psf) 12" 12" 12" 12" 6" fnMIAMI-RADE NOA ANCHOR W/Y4" CL No.11.0616.04) 90(psi) 12" 6" 6" -- —, DIA. INTERNAL90(pSQ 12" 12" 6" 6" 6" c 110(psi) 12" 6" 6" — — THREAD 110(psf) 12" 12' 6" 6 6" M 30(psi) 12" 12" 1 12" 12" 6" 30(psf) 12" I 12" 12" 12" 12" Y4"ELCOsf 40(psi) 12" 12" 12" 12" 12" 40 CRETE FLEX (psf) 12" 12" 12" 6" 6" /16"ITW 2^ 2 Y2' so(psf12° 1z° s' s" BUILDER XL 2 60(psf) 12" 12" ss" 410SS 6" SERIES 6" (INSTALL PER /(psi) I MIAMI-0ADE NOA 90(psf) 12" 6" 6" I "' TAPCON 90(P ) 12" 6" 6" 6" — ( NO.12.0126.09) 110(psf) 12" 6" 6" — — 110(psi) 12" 6" -FT6" -- 30(psf) 12" 12" 12" 12" 12" CONCRETE NOTES: Y4"POWERS 40(psf) 12" 12" 12' 12" 1z" .Provjyj%W g@§fasteners, if required,to allow for thickness of finishes such as SOWER STUD 2„ 3" 60(psf) 12" 12" 12" 12" 6" •sl4�i��t pg, etC. (1) 90(psf) 12" 12" 6' 6" '6" ' r Cleat. E o •; 1 C; 1V; "_ 110(psi) 12 12 6 6" 6" T4s 2 ARMOR SCREEN 30(psf) 12" 12" 12" 12" 12" ' No 09814 En9l�ering Review By: GROMMET AND HEMCORD SERIES 2000 b r5w den,TarTs, HURRICANE PROTECTION POWERS 40(psf) 12 12' 12 12" 12" A&Imates.LLC • + I.'—o.A. I;a. tf>,1 tc ARMOR SCREEN.Inc. WEDGE BOLT 13/,-- 3" 60(Psf) 12" 12" 12" 12" 6" ,. -• 2T£> 2744 Hillsboro Road • 410 SS r Godlre Rd.Suite West Palm Beach.FL 33405 90(psf) 12" 12' 6" 6" 6" xi r, NL y (1) ,v • �, too (561)641-8890 vnvw.armorscreen.com _ 119(psf) 12" 12" 6" 6" 6" J �'•� �1 Beach,FL 331a0 i (p ) y ( Dale: 102307 Rev.Da b: 10111/10 Rev.Date'01l23 SI •• (305)858-4707 �Svv.flploduclapproval.mm Scale: Not to Scale I Page: 14 of 19 Ecr'�aFs6sLfl9��� CONCRETE, 3000 PSI - 3/g" AND Y2" ANCHORS TABLE 3 ANCHOR SPACING Min. Min. Pressure Span Min. Min. Pressure Span Anchor Anchor Embed. E.D. : (psf) to 48" to 76" to 1Do" to 124' to 148" to Ise 10,s2• Embed. E.D. (pSf) to 48" to 76" to 100' ;)o 12a' to,48" to Ise"'to 192" 30(psf) ,s" 1a^ 18" ! 18" 18' 18" 18 e"DIA. 30(psf) 18" 18" 1e• 1a° 1a" 1a" le" I6^ASTM 304-316 POWERS SS SS THREADED 40(psf) 18" 18" _ 18. 18" 18" 18" 18" ROD IN EPDXY 40(psf) 18" 18+' 18• 18' 18" 18' - 18" MUSHROOM - SPIKE WI SS COUPLER 33/B 4" 60(psf) 1s" 18" 18" 19• 18" 19" 18• ANCHOR 1374• 4+ 60(psf) 18" ,B" 18' 18" 18" 18" 18" AND EYEBOLT (INSTALL PER 90 Sf 18 19" 18" la" 18" 18" 12" � (INSTALL PER 90(PSf) 18' 18" 18" 18" 18" 12" 12" MANUFACTURER'S (P ) _ W MANUFACTURER'S It INSTRUCTIONS) O INSTRUCTIONS) 11O(psf) 18" 18" 19" 18" 12" 12" 12" p 110(psf) 1a" 18" 1a' 1a' 18• 12• 12' _ I _ %"DIA. 30(psf) is- is- is" 18" 18" ,e^ 18" U 30(psf) 18" 18" 18' 18 18" 18' 18" V POWERS SS 40(psf) ,a° 1s^ 1a• 1B• ,a' le• ,s• a`MUSHROOM 40(psf) 1a" 18" 18" 18" 18" ,8" 18• Z % DIA.410 SPIKE Q 1%4" 3Yz" 60(psf) la^ ' 1e" ia• 1e" 18^ 18" . 1s' SS POWERS 'm 2Y2' 3Y2" 60(psf) 18" 10" 10" 18' 18' 10' 18" � ANCHOR WEDGE (INSTALL PER 90(psf) ,8" 18" 18" la" 18" 12" 12'• BOLT(LDT) 90(PSf) 1a" ,8" is 18" 18" 12' 12• r .MANUFACTURER'S - - W INSTRUCTIONS), 110(pSf) 1a" 18" 18" 18" 1212" 12" 1 1 0(psf) ,B^ 18" 18" is" 1z' 12" 1z° I-- WI W %11 DIA. 30(psf) 18" 18" 1a" 181• 18" 18" 18" Of 30(psf) 18" 18" 18" ,8• 18' 18- 18" W POWERS U V HOLLOW SET 40(psf) ,s" 18• t8" 18" 18" 18" 18" 40(psf) 16" 1s" 18" 18' t8• 18• 18' Z Z %"DIA.SSO DROP-IN 1.1'. 4„ 60(psf) ,s" 18" 18" 18" 18" 18" 18" O DROP-IN 1 Y2' 4" 60(psf) ,8" 18" a",8" 18' 1a• 18" , V ANCHORS 2 U ANCHORS (PSf) _ INSTALL PER 90(psf) 18" 1B" 18" 1a' 18" 12" 12" 90 ( ) 18^ 18" 18" 18" 1B' 12' 12' MANUFACTURER'S O_ INSTRUCTIONS) 110(psf) 18' 18" 18 18" 12• 12' 12" a 110(psf) 181• ta" 1e" 16• 12• 1r 1r ..._ CD CD 30(psf) 18" 18" 18" ta" 1a ,e• 1e" 0 30(psf) 18" 18" 18• 18• 18• 18• le" c oc'M: 40(psf) la" 18 18 18 18 18" 18- )',"-16 40(psf) 18" ,8" 16" .ta" 18" ,8• ,8' %"POWERS CAULK-IN POWER STUD 4„ 60(psf) 18" ,8" 18" 18" 18" 18" 181' BOLT 1 Y4^ 4" 60(psf) 18" 18" 18' 18' 18' 18" 18" SS (INSTALLPER 90(PSf) I 18" 18` ,8" 18^ 18" 12" 12" i MANUFACTURER'S 90(psf) 18" 18" -18" 18" 18• 12 12" I INSTRUCTIONS) 11O(PSf) 18" 18 18 18" 12" 12" 12'• 110(psf) 18"—[=W18" 18•' 12" 12 12` i CONCRETE NOTES: Anchor Min. Min. Pressure Span o Provide longer fasteners, if required to allow for thickness of finishes Embed. E.D. (psf) to 48" to 76" to 100" to 124" to 148" to 1to 192" 30(psf) ,B" ,a' ,a• 1e" 18" ,B ,a•' such as stucco, plaster, siding, etc. 1 o Y2" Hardware Anchor Spacing only valid with C-Channel mounting. E 40(psf) 18" 18" 18" 18• 18• 1818" LU Y2-DIA.SS 1 U DROP-IN 2" 5" 60(PSf) 18• 18" 16• 18" 18' 18is- 1. 1 Z ANCHORS (PSf) 18` ����9�96C8ZIBgq�9 90 sf 18" 16" 18" 1a• 18" 18• O _ I 110(psf) 18" 18" 18" 18" 18" 18• 18" 0 a• + � 30(psf) 19" 18" 1a" 18' 18• 1B• 18" 4 ___ •'��; ••'Z i ARMOR SCREEN o Lilo 0981 nginberingr-lewBy: GROMMET AND HEMCORD SERIES 2000 o Y2"DIA.SS 40(psf) 18" 18" 19" 1B" 18' 18 1a• o �} T-r;VrT1M1 a nrl HURRICANE PROTECTION t,1 POWERS 5„ 60(psf) 18" 18" 18" 1B" WEDGE BOLT 3Y2 18" 18" i8" .n A,axr,}Ir.,w,,l_L(:. /� ARMOR SCREEN.Inc. (LOT) 90(PSf) 18" ,8" 1a• 18" 1s' 18' 1a" /T � t /� }4".� 2744 Hillsboro Roatl fie'{ - 1�„y_-,a,L•,--:;Zi R5 AnL��y/ale' ey Rd.Suite West Palm Beach,FL 33405 110(Psf) 18" 1a• 18" 18' 18` 18" 18' / > i ;�/7a3 (561)841-8890 www.armorscreen.com ; o, 41,FL 33140 Date: 10/23/07 Rev,Date: 10/11/10 Rev.Dale: 04/23/151 1--Q,n}wteeg ° �BB-470) 1 Fpser.�i�VR•�•••°° uclepProvol wm Scale: Not to Scale 1 Page: 15 0119 `f�8/,,s e�9gn;C,04y5 CONCRETE BLOCK MU J.f" TABLE 4 ANCHOR SPACING CONCRETE BLOCK CMU -V, Min. Min. Span a Anchor Min. Min. . Pressure Span Anchor Embed. E.D. o 76" td 100" to 12a" to 1a8" o Embed. E.D. (psf) to 48" to 76" to 100' to 124" to 148" to 168" to 192" 1 A. 12" 12" 12" 12" Ii a 30(psf) 12 12 12" 12" 12" 6" — Y4"DSA. shall be in 12" 12" 12" 12" E TAPCON SG shall I be 40(psf) 12" 12" 12" 12" 6" 6" — tace shell, 2 Yz P _ Yg'-1ii Calk.in i nface(INSTALL PER •' 12" 12" 12" 6" c1°, ' MANUFAGfl1RER'S not ',"—^" a Anchors 4^ 60(psf) 12" 12" 12" 6" 6 6" — SNSTRucSloes} mortar 90(psf) 12" 12" 6" 6n 6" 2 (1) shell.,not — — I') joints 110(psf) 12" F__ 6" 6" 6" o mortar 90(psf) 12" 12" 6" 6" 6" 5 joints 5' 6" a n"01A.ALL fa" 30(psf) 12" 12" 6" 6" c 110(pSf) 12" 12" 6" — POINTS SOLID shall be In 40(pst) 12" 6" 6" 6" 30(psf) 12" 12" 12" i2" 12" 6" 6" SET ANCHORS face shell, 1 n NALUESANO 3" 60(psf) 6" 6" 6 — p "DtA. shall be 40(psf) 12" 12' 1z" 12" 6" 6" INSTALLATION not £ HOLLOW SET PER MIAMt.DAOF. mortar 90(Psf) — L. DROP-IN inface 4„ 60(psf) 12" 12" 12" 6" 6 6" NOA osa„o.o, — � ANCHORS hell,not EXP. fo}nts 110(psi} — — — — U (1) mortar 90(psf) 12" 12" 6" s' TI e• 30(psf) 12" 12" 12" 6" 6" a oints_ f j 110(psf) 12• 6" 6" 6" G'll bei 40(psf) 12" 12" 6" 6" 6" U shelf, x 30(psf} 12" 12" 12" 12" 12" 6'Y4"-20 3„ 60(Psf) 6' 6" 6" 6" — 01�4o ANCHnot — — — _ _ O 40(psf) 12" 12" 12" 12" 6. 6"ortar 90(Psf) %"POWERS shall beooi nts 110{psf} — — — — — .TAPPER in face 4„ 60(psf) 12" 12" 12" 6" 66"hell,not E Y,"DIA1 3/a" 3Q{Psf) 12" 12" 12" 12" 12" ce (1) mortar90(pSf) 12" 12" 6" 6' -410 Sll be In 40(psf) 12" 12" 12" 12" 12" joints 110(psf) 12" 6" 6" "TAPCe shell, 2 YZ, 60(Psf) 12" 12" 12" 12" 6"MNSTALnot s" s" sCMU AND TERRA COTTA BLOCK WITH STUCCO - f4"AND%11 L,} MI,SM- ortar 90(psi) 12" 12110.03 - otnis 110(Psf) 12" s'' 6" 6" 6" Mtn. Min. Pressure Span TABLE 5 u Anchor -- 1 y" 30(psf) 12" 12" 12" 12" 12" Embed. E.-D. (Psf) to 4E" to 76". to 100"-to 124"to 148" ANCHOR u Y4"DIA.X 2 A"shall bei 40(Psf) 12" 12" 12" 12" 12" ELCOY4•xz 30(15S0 12' 12" s" 6" 6" SPACING J PANELMATE J face shell, v Ya 6" 6" 6" to (INSTALL PER 3" 60{psf) 12" 12" 12" 12" 6. n CRETEFLEx 40(psf) 12" MANUFAGTllRERS not H INSTRUCTIONS) morlar 90(Psf) MASONRY 1Ya' 2Yz• 60(psf) 12" 6" 6" — -- 12" 12" 6" 6" 6" W (1) - o FASTENERS joints 110(Psf} 12" 6" 6" 6 6 d 90 sf 6° 6" — — — (INSTALL PER (PSI) t Z 30(psf) 12" 12" 12" 12" 12" MANUFACTURER'S 110(Psf) 6° s" 3 ,• _._ .., _,.,, 11 INSTRUCTIONSI O. 1 /4 "�" ... . v Y4"DIA.X 2 Am shall be in 40(psf) 12" 12" 12" 12" 12" 3Q(psf) 12" i2" 12" 12' 12" PANELMATE face shell, — MNSTALL PER 2" 60{Psf) 12" 12" 12" 12" 6.' < 40(Psf) 12" 12" 12" 12" 6•, b+ANUFAG,URrrs not -...— - •°- CUSTOM INSTRUC11ONs) mortar - 90(psf) 12" _ 12" 6" G' 6" U COUPLER IN 3 Ya" 4" _ 60(psf) 12" . 12" 12" 6„ 6" n) joints 110(Psf) 12" 6" 6„ 6" 6" EPDXY 90(Psf) 12" 12" 6" 6" 6" Nrr+� %" 30(psf) 12" 12" 12" 12" 12" 110(psf) 12" 12" 6" 6" 6" HURRICANE i SHUTTER Shalt'be 40(pSf) 12" 12N 12�6" ' 12" 12" Noles: 1.Custom feslener m 1/'x 2 Yx'threaded rod(30455)wl Y'x 1 Ya'coupler(31656)fully inserted INSERT face shell, 4., 60{psf} 12" i2" 12" 6" In Yi dia.3 Ye screen tube fully filled wt Sikadur AnchorrixA Inject on Gal. IANCHORW/ not 2.%x 1'carriage bolt,eye 1,0i1,ormarh ne screw 4'DIA. mortar 90(psf) 12" 12 6" 6" o Allo 010 MIP for Terra Cotta Block with Stucco per HTL Test report INTERNAL Joints 110(psf) 12" 6" 6" 6" � 6Ld" 05-31-06. , `off -7 ARMOR SCREEN CONCRETE BLOCK(CMU)NOTES: oo�` ��G,E NS•'•'� ngineering Review By: GROMMET AND HEMCORD SERIES 2000 •Provide longer fasteners, if required, #o allow for thickness of finishes .`%I 'fooFserlIanand HURRICANE PROTECTION NO 09814 dA;scc!a c:s.LLC: I such as stucco,plaster,siding,etc. +"• ARMOR SCREEN,Inc. -„ cfZi-lwa of AuIl�:rl<»7Fs`<tf ,., a• 2744 Hillsboro Road E > NOTES: -�• c 2thurGodrreyRd.Suite West Palm Beach,FL 33405 •(1)-2 Anchors per Cleat. ��)�e A 3q4 (561)8411.890 www.armorscreen.com o .1 t 33Tao Data: 10/23107 Rev.Date: 10/11110 Rev�t) 23115 " 111E IEOEN,N.PE. '1 t ) e6^4707 - 1�®'�� .wAproductapProvoLcorn Scale: Not to Scale Page: 16 of 19 SOLID GROUTED (CMU) -%4" AND 3/8" TABLE 6 ANCHOR SPACING Anchor Min. Min. Pressure Span Anchor Min. Min. Pressure Span � — Embed. E.D. (psf) to 48" to 76" to 100" to 124" to 148" Embed. E.D. (psf) 10 48" to 76" to 100' to 124-110 148" � Ito 168" to 192" Y."DIA.TAPCON 1 Y4" 30(Psf) _ 12' 12" 12' 12" 12' - 3l1 SG � 3i,'ASTM 304-316 3 Yz" _. (psf) 12" 12" .� 12" 12" 12" 12" 12" (INSTALL PER shall be in 40(Psf) 12" 12" 12' 6" 6" .S THREADED shall be 40(psf) 12" I 12" 12" 12" 12" 12" 12" MANUFACTURER'S face shelf, OD IN EPDXY - INSTRUCTIONS) not 2 Y2" 60.(Psf) 12" 12" 6" 6" 6'• 1 Ss COUPLER in face 12" 60(psf) 12" 12" 12" 12" 12" 12' 12" (INSTALL PER AND EYEBOLT hell,not - MIAMI-DADE NOA mortar 90(psf) 12" 6" 6" — .�IASTIFACTLIRER'S ALL PER mortar 90(psf) 12" 12" 12" 12" 12" 6" 6" NO.11-0616.04) joints 11 Sf joints (Psf) 12" 6" 6" STRUCTIONS) 110(Psf) 12" 12" _ 12" 12" 6" 6" 6" 2 y„ 30(Psf) .12- 12" 12" 12" 6" 2Y2• 30(PSf) 24" 24" 24" 24" 24" 24" 24" Y,•DIA.X 1% 40(psf) 12" 12" 12" 6" 6" '✓a bIA. shall be 40 Sf shall be In (psf) 24" 24" 24" 24" 24" 24" 24" 410 SS TAPCON POWERS In lace (INSTALL PER face, not 2 Y2' 60(psf) 12" 12- 6" 6" 6" WEDGE BOLT shell, Q" 60(psf) 18" 18" 18" 18" 18" 18" 18" MANUFACTURER'S mortar (LDT)410 SS INSTRUCTIONS) 90(Psf) 12" 6" 6" (spacing per lest 0 not joints V dated 12.7-07) mortar 90(psf) 12" 12" 12" 12" 12" 6" 6" 110(psf) 12" . 6" 6" joints 110(psf) 12" 12" 12" 12" 6" 6" 6" _. 30(Psf) 12" 12" 6" 6" 6" W 30(psf) 12" 12" 12" 12" 12" 12" 12" 3 f•- e'DIA POWERSI 1 9�- Y:DIA.410 SS 1 4„ HOLLOW SET U POWERS shall be in 40(psf) 12” 12' 6" 6" 6" O DROP-IN shall be 40(psf) 12" 12" 12" 6" 6" 6" 6" W WEDGE BOLT face,not 3%" 60(psf) 12• 6" 6' _-" _ (�, ANCHOR in tate 5 60(psf) 12" 12" 6" 6" 6" 6" 6" LU (INSTALL PER (INSTALL PER [hell,not MANUFACTURER'S mortar t] MANUFACTURER'S 0 INSTRUCTIONS) joints 90(Psf) 6" 6" °— �-- J INSTRUCTIONS) mortar 90(psf) 12" 6" 6" 6" — -- tYO joints 110(psf) " 6" 6" 11.0(psf) 6• 6" — — — 12 ❑ CONFAST 30 sf ,. 30(Psf] 12" 12'• 12" 12" 6" 6" 6" 1 J HURRICANE5 shall be 40 SHUTTER 1 DIA.CALK-IN (Psf) 12" 12" 12" 6" 6" 6" 6' INSERT Shall b2 In 40(psf) 12' 12" 12" 12" 12" ANCHOR 410 SS in face i ANCHORW/Ye" face, not 4" 60(psf) (INSTALL PER shell, `j!1"' 60(psf) 12" 12" 6" 6" 6•' 6" (P ) 12" 12" 12" 12" 6" MANUFACTURER'S DIA.INTERNAL mortar INSTRUCTIONS) not 90(psf) 12" 6" 6" 6' — ! THREAD 90(Psf) 12" 12" 6" 6" 6• mortar (spacing per test joints joints1 i.110(psf) 12" 6" 6" 901 dated 248-08 110(psf) 12" 6" 6' 6" 6" Ii I - 1 94" 30(psf) 24" 24" 24" 24" 24" 24" 24" 30(psf) 12' 12" 12" 12" 6" V POWERS shall be 40(psf) 24" 24" 24•' 24" 24" 24" 24" MUSHROOM in face C DIA.•20 YB" 40(psf) SPIKE shell, 4" 60(psf) 18" 18" 18" 18" 18" 18" shall be in . 181• CALK-IN 12" 12" 12" 6" 6' ANCHOR (SPACING PER TEST - (INSTALL PER face, not 3 Y2' 60(Psf) 12" 12" 6" 6" 6" rM DATED mortar 90(psf) 12" _12" 12" 12" 12'• 6" 6" .. ... 12.7-071 MANUFACTURER'S mortar INSTRUCTIONS) joints 90(Psf) 12' 6" 6" — joints •110(psf) 12" 12" 12" 12" 6" 6° 6' { i 110(Psf) 12" 6" s" SOLID GROUTED CMU NOTES: 2 30(psf) 12" 12" 6" 6" s" •Spaci 9� �jA�asteners used in testing are shown at spacing used in tests Y4-ELCO shall be in 40(psf) 12• s" s' s" — •S�t °} Qr pr fasteners calculated with SF=3 min. CRETE-FLEX face,not 2 Y2" 60(psf) 12" 6" s" — -- ,a®�Op•G E �•''T,��f� 410 SS mortar "'• ®�- joints 90(psf) 6" 6" — — — .Az-; •; v ARMOR SCREEN j No 09814 ngl;ering Review By: ' GROMMET AND HEMCORD SERIES 2000 110(psf) 6" 6" -- — tVCz HURRICANE PROTECTION AVctates.LLC SOLID GROUTED CMU NOTES: a �ulA:,r+t9lic„ ARMOR SCREEN,Inc. i a ig 7 ,7 2744 Hillsboro Road •Provide longer fasteners, if required, to allow for thickness of finishes ,,,_ 'ilEq&It Godirey Rd.Suite West Palm Beach,FL 33405 •g Q we 1(4 (561)841-6890 www,armorscreen.com i such as stucco plaster, siding, etc. �„^ It•. 1 V I.—FL-140 Date: 10!23!07 Rev.Dale: 10111/10 Rev.Date: 04/23!15 i "it,E R E •? f:. x'(305)060-4707 J�y1MwAproduclappro,,al,com IS le: Not to Scale Page: 17 of 19 E4$n�7C1';t;r113. .......... WOOD SYP #2 -Y4" 5/r," Y2" TABLE 7 ANCHOR SPACING Min. Min. Pressure 1_____SPan_ Min. min. Pressure Span Anchor Anchor Embed. E.D. (Psf). 1414§ i9�_1(LE iqlgi"iL�00_ Embed. E.D. (psf) to 48" to 76" to 100" to 124"� to 148" to 168" to 192' Y4-DIA. 12 12" 6- 6" PANELMATE 30(pso 12- 12" 12" , 12' T 6" 6" 6* (INSTALL PER f 40'(Rsfb. 12" 12" 6 MANUFACTURER'S Y.-Dix.SS 40(psf) 12" 12" 12- 6" 6" 6- 6' INSTRUCTIONS) 13/4 Y4 2' 6" 6 LAG SCREWS into. (VALUES PER 90(PsfOR EYE LAG, 2, St 60,(psf) 12" 12". 6' 6' 6- 1 NOS FOR WOOD ) 6. 61. a. stud ori HANGER lintel 6- 6- CONSTRUCTION) 5 r 1. BOLT 12" _L0—(PS0 0 0. 0 A*DIA.X I%VSS 30(psf) 12" 0 6" >_ I 1216 12* 6. 6" u) TAPCON 3. 30(psf) (INSTALL PER 61, 6" 6" 12 12 12 12" 12" , 6" 6' __�OUPDL_ 0 MANUFACTURER'S N."DIA.SS 1 y" Y4 6()(PS9 :-12" 6" 6" 6" 40(psf) 0 ;INSTRUCTIONS) LAG SCREW 12".1 12" 12" 12" V 6" 6" 3. VALUES PER 1/2'into; OR LAG 60 NDS FOR WOOD 90(Psf) 6 6 *3" stud or (psf) 1212" " 6 6 6 6 ANCHOR OR CONSTRUCTION) lintel 6" 6" HANGER (PSf)_,__I;�L� 6" BOLT 110(psf) 12" 6" 6- 30 sf6" Y4"DIA.SS 40(psf) 12" 12" 6- 6!' 6" LAG 30(psf) 12" 12" 12" 12" 12" 12" 12" ' OR EYE LAG 2" into stud.__6D(PS0 12" 12" 6. 6" Ya'DIA.SS 40(psf) 2" 12" 12" 6- OR HANGER or lintel LAG SCREW 2'into 12" 12" 1 12" 90 P fL� BOLT OR LAG 3" side 60(psf) 12- 12- 12" 6" 6" 6" 6" ANCHOR OR grain 7 HANGER j 90(psf) 1,2".' 6 6" 6- 6" 5- BOLT 6" 6" Sf 110(psf) DIA.SS LAG SCREWS 1 X" 40(psf) 12" 12" 12 OR EYE LAG 2" into stud 60 12' 61, 6' 91 OR HANGER or lintel g0 Sf BOLT 6 10(psf) 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. -Douglas Fir-Larch alternate acceptable wood type ��'`O0OBE a E N 1Z1Z *........................ ARMOR SCREEN Aritrn&lng Review By: GROMMET AND HEMCORD SERIES 2000 't-e(Mernimlam HURRICANE PROTECTION LLC, ------------ _ I I . I ARMOR SCREEN,Inc. �E Mf 11 ­ . AOF.,I,��- --� ,o'-C t 2,-567. 2744 Hillsboro Road .. ur Godfrey Rd.strife West PalmBeach.FL 33405 .4 0 laoll BeacID4 FL 3"" (561 )641-8890 www.ar In®c ee ncom 3/07 (Rev.,Dale: 10111/10 lRev.Date:04123115 4, t.Date.10/2 foroducteproval.c. I Scale Not to Scala Page 1Bof 19 - METAL -%4'-Y8" TABLE 8 ANCHOR SPACING Anchor Min. Min. Pressure Span Embed. E.D. (psf) to 48" 'to 76" to 100" to 124' to 148" to 168" to 192' METAL NOTES: 30(psf) 6" 3" 3" 3" — — - •Minimum 3 pitch shall extend past metal substrate. 40(psf) s" 3" 3' _ _ Ya'-14 TEKS - • Install as per manufacturer's instructions. <o SELF-TAPPING 60(psf) e •3"Spacing only valid with C-Channel& F-Track mounting. Grommet (n scREws 90(psf) _ _ _ _ spacing to be 6"on center. i N 110(psf) •Rivet-nuts shall be installed as per manufacturer's instructions Y"•14 TEKS 30(psf) 6" s" 6" 6" 6" 6" s' with the appropriate tool. SELF-TAPPING 40(psf) 6" 6" 6" 6" 6" 6' Self drilling screws into.18 gage metal studs shall be through C-Channel 6" z o scREws with threads into metal studs. a {spacing per 60(psf) 6' 6" 6" 6" 6" 6" 6" F 0 test#01 dated 90(psf) 6" 6' 6" 6" 6" 6" _ 6' � i 2-8-08) 110(psf) 6" 6" 6" 61 6" 6" 6" E 30(psf) 12" 12' 12" 12" 12" 12" 12" 1 L40(psf) 12" 12' 12" 12" 12' 12 12 Y � w "-14 TEKS N SELF-TAPPING 60(psf) 12" .12" 12" 12" 12" 12" 12"' SCREWS 90(psf) 12" 12" 12" 12" 12^ 6" . 6" 110(psf) 12' ` 12" 12" 12" 6" 6„ s" i T(<,<— SELF-TAPPIN 30(psf) 12" 12" 12" 12" 12" 12" 6" 40(psf) 12" 12" 12" 12" 12^ 6" 6" 14 TEKS 60(psf) 12" 12" 12" 6' 6" 6' 6"REWS DROP-IN ANCHOR 90(psf) 12" 12" 6" 6' 6" 6" 3" 110(psf) 12" 12" 6" 6" fi 3" 3" Embedment 30(psf) 12" 12" 12" 12" 12" 12' 12° Y �•, Y, 3e" 40(psf) 12" 12" 12" 12" 12" 12" 12" RIVET-NUTS o INTERNALLY 1" 60(psf) 12" 12" 12" 12" 12" 12" 6" A 1" 1 9/s' 2" z THREADED 90(Psf) 12" 12" 12" 12° 6" 6' 6 l B y� 'e 110(psf) 12� 12" 12" 12" 6 s" 6.1 . BI 1�f) 12" 6 6,. 6 „ 3,• 3 30(ps3, • rl� %s" 7/s" %e" s e f C 40(psf) 12" 5' 6" 3" 3" 3' 3- .-14 TEKS SS . A-Drop-In Length = SELF-TAPPIN 60(psf) 6" 6' 3" 3" 3" a 8.SCREWS —90 tPSf) 6" 3' 3• 3, _ a B-Drop-In-Internal Thread 4 — s • C-Minimum Thread Engagement 110(Psf) 6" 3., 3., — — 30(psf) 12" 12" 12" 12" 12" s" s° MINIMUM BOLT ENGAGEMENT IN 40(psf) 12" 12" 12" 12' 6" 6" RIVs" INTERNALLY 1" 60(psf) 12" 12" 6" 6" 6" 6" 6^ �y1t111®//> COUPLER I INTERNALLY S�® pp,, ��,® THREADED 90(psf) 12" 12" ' 6" 6" 6" 3' 3" 1d,YO�stJJ/J I 110(psF) 12,. 6.. 6,. 6.. 3.. 3., 3„ ``�N�� ARMOR SCREEN AID 4 31VLS EnkrofGReview BY: GROMMET AND HEMCORD SERIES 2000 (�Qy ro°'nrn and HURRICANE PROTECTION l +^ � yP: use ^uraut,on d ARMOR SCREEN,Inc. ' : + !/ v� 60 r,l 2744 Hillsboro Road �y ,„ .,.[ B2$f1i1Mn "ray Rd.Sulle West Palm Beach,FL 33405 w� 1U4 (561)841-8890 www.armorscreen.com adr,FL 33140 Dale: 10/23/07 Rev.Date: 10/11/10 1 Rev.Dale: 04123/15 '5)868-4707 la JJ� ft_2L produclapproval.com Scale: Not to ScaleI Page: 19 of 19 i'°,Foal a a 0013/,soa G