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Home My WebLink AboutProduct Approval Opening (WZH M v 1. Grommet Screen 134 x 94 M n 2. Grommet Screen!., 134 x 94 cL6f x dsi� o xv OA W. C op 1 \VI x>1 n }I " a°o 2 1 pmC9 m W r z11 IdV 00a CD N C O d ca � N LUL s � U O a � 7 V- m N CL Egress COPYPIGHi ETEl1PE5T.COM SCALE: NOT TO SCALE DATE: Jun 29,2017 PAGE DESCRIPTION: Site Plan _ - PAGE OF SHUTTER CORPORATION 12950 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property Information Buifid�ng Information Owner: John Sperry Wind Zone: i 160 MPH. Address: 2110 Greenbriar Ln Exposure Category: C Palm City,FL 34990 Minimum Building Dimension: 30 ft. Mean Roof Height: i 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 134 94 7 28.8 -31.6 -2 Int 134 94 7 28.8 -31.6 I I ' I i I i I I ' I I I I I i Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Editioi n(2014)Florida Building Code. Page 1 of 1 JOB NAME: ��+r. } rc ti Mean Roof Height MUNICIPALITY: } T ��Gi G. �avN'r. Panel T e= ADDRESS: �'`. ?� r,a 6 �?�.E ._,' tManufacttu//re T /e = ArM,r swlr?r CONSTRUCTION&ZONE CONDITION: {� 3 t 'S OPENING NO. CONSTRUCTION TYPE: OPENING SIZE SQUARE FOOTAGE PANEL SPAN -ZONE:(4(interior),5(end)) --- Pressure -Pressure(pst) -3( C, 3k(os u EDGE DISTANCE _ 3 ANCHOR SPACING s Connection Type 7 T- TOP TRACK /� f Connection Type BOTTOM TRACK j a,r J v TUBESIPOSTS ! REMOVABLE TRACKS ANGLE TOP TRACK ANGLE BOT TRACK LEFT SIDE ANGLE RIGHT SIDE ANGLE DIRECT MC?UNT ANGHOR TYPE TOP TAPCON BOT X TOP CRETE-FLEX BOT TOP SOLID SET BOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP PANELMATE BOT Florida Building Code Online Page 1 of 2 i wo " 'a-" _`-_ S"' ...�T �'`c+ ,''� 'S '. .gyp - .�.. € .•c w . p06dd D2p8iU1,20ta BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications ;i FBC Staff BCIS Site Map Links i Search i Busines , bal USER!Product Approval ER!Public User Regulation Product ADDMVal Menu>Product or Aootication Search>Aoolication List>Application Detail .'. FL# FL8363-115 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 'I Product Manufacturer Armor Screen Corp. Address/Phone/Email 2744 Hillsboro Road West Palm Beach,FL 33405 (561)841-8890 dougt@armorscreen.com j Authorized Signature Douglas Turner dougt@armorscreen.com Technical Representative Douglas Turner i Address/Phone/Email 1881 Old Okeechobee Road West Palm Beach,FL 33409 (561)841-8890 dougt@armorscreen.com i 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 I Subcategory Removable I i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' i R Evaluation Report-Hardcopy,Received I 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 12/31/2018 Validated By Simon Segal,P.E. W Validation Checklist-Hardcopy Received i Certificate of Independence FL8363 R5 COI Certification'of Independence.SS.pdf I Referenced Standard and Year(of Standard) Standard year ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 330 j 2002 TAS 201 I 1994 TAS 202 i 1994 TAS 203 i 1994 I https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj FIiPG7oaWn1L88... 9/16/2015 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 04/17/2015 Date Validated 04/27/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 i 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 1 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL8363 RS II Installation Instructions-Grommet and Approved for use outside HVHZ:Yes Hemcord Series 2000.SS.pdf Impact Resistant:Yes Verified By:Theodore I 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 R5 AE Evaluation Report No TBA 15-0423.01.pdf 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. I Back Next i Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida, Privacy Statement: Acr ibili�55-tv 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: . ® eLluxk sccuritvmim cs- I https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj FIiPG7oaWn-L88... 9/16/2015 ARMOR SCREEN GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION GENERAL NOTES: INSTALLATION NOTES: o This Flexible Wind Abatement/Impact Protection System is for use within and outside the a 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 .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 5th 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. a Screen unable to return should extend past protected opening by distance equal to or o Testing meets Florida Building Code 5th Edition(2014);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. .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 c,All Aluminum Extrusions to be minimum 6063-T6 or as indicated. - Date:-08125/07- -Filo-#07482- Lab-#5279 Report-#03----- - -•The-thickness-oftypical-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: 02108/08 File#013-482 Lab#5533 Report#01 used to allow for facing materials. e Has been tested for resistance to burning,smoke,ignition,temperature and weathering: o 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. a Drop-In and Calk-In Anchors shall be flush with substrate and shall not extend into o 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 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. a The screens may be installed at any height on the structure as long as the design o The unbreached envelope criterion is met since the system is considered"non-porous" pressure rating for the screens is not exceeded. and remains intact under impact and air pressure loading. This envelope criterion is •All fasteners shall be corrosion resistant as specified in the IRC and IBC. met when the system encloses the protected opening all around. a The minimum engagement of the eyebolt into the anchor is at least 3/3 of the threaded e Product Marking: A permanent label shall be fixed to the screen barrier with the following statement:"Armor Screen Corporation,West Palm Beach,FL,Testing Standards,Current length to the fastener. Fora re diameter drop-in anchor the thread length is 1y5"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 g' is%s'. The minimum engagement length for a %"eyebolt is%s'and for a Y4"bolt%6". Patent No.6176050". •In instances where a screen Is made up of two pieces of fabric or for repair purposes, PRODUCT DATA: a flat felt seam or triple layer hem.with a minimum of two rows of double lock stitch e 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 a Span side anchors are optional. Puncture Strength (ASTM D4833) 130 LBS o 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 Thickness (ASTM D5199) 20 MIL. All Geo WPM Screen assembly details depicted within these drawings are typical for the Wide Width Elongation (ASTM D4595) 22 x 21% Inst 4tji i'�rminbatement and impact system only. All other building components shown Apparent Opening Size 30 US STD Sieve f Qs samples and not constructed by the screen company. Percentage of Open Area 5% �w0� °' ARMOR SCREEN LIMITATIONS OF USE: I�0 ��$ E racering Review By: GROMMET AND HEMCORD SERIES 2000 • "y a ° Ta%Berman and HURRICANE PROTECTION Maximum Span 192 Inches Hemcord °*A:c oclates.LLC- 148 LC148 Inches Grommet of Au6rodza8on It ARMOR SCREEN,Inc. 2744 Hillsboro Road Maximum Non-Span Unlimited,Utilizing side overlapping details,page 8 "' 77''07 '"' r�frr Godfrey Rd.suite west Palm Beach,FL 33405 +110 /-110PSFE ��`666``��Z JJJ// 104 (561)841-8890 www.armorscreen.com Maximum Design Pressure O • The design pressure may be Increased 5/o for negative loads. L3 I Beach,4FL 33+40 g p y o ry Date: 10123/07 Rev.Date: 10111!10 Rev.Date: 04/23/15 g S a • 05)068-4707• Span equals the distance between the primary rows of fasteners or grommets. •° ,A.•° t roductapprwat.wm scala: Not to scale Page: 10(19 11(AL a9�o - • -•'^a";9800 1.5"-2 Sided Screen 1.0"-3 Sided Screen #2 Nickel Plated Brass Grommet i— 1.519:L.014 rla= 0.110 4.0" I 0.164+.000'x' LF9 -.020 L xxx` 00.420 00.630 Welded Hemcord with Stitching Detail Grommet with Stitching Detail Stitching Detail Stitching Detail- - Hemcord Dia.:.%s' _ CY _ !_ -Support Edge,_T_rifold 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 equal. Same as above extrusion Nylon T135 bonded thread or equal. -Reinforced welded hemcord includes a 2" trifold -Grommetted through seam. Polypro Seam sewn over the weld. 1 2.240 fi 10.120 I 0.164 ° 0.768 i_ 6• � 00.852 00.52 00.765 n • 12"or 18" 2.307 - J(�I T R0.418 10.120 e• / O 0.799 Anchor Spacing • 1 ® 0.263 (� 0. 644 v Set Screw Set Screw ® C-Channel 10"Segmented Alloy: 6063-T6 Aluminum Keyhole Slot in Keyhole Slot in C-Channel 5" Segmented Continuous Segmented C-Channel C-Channel NOTE: Heavier alternate extrusion may be used. g Alloy: 6063-T6 Alloy: 606 �T,B� aA C-Channel Aluminum ® � NOTES: Alloy- Al ®� &)9 ORD C-CHANNEL •The length of the segmented C-Channel is governed by the strength of the ., '• ARMOR SCREEN fabric to C-Channel connection, not the hardware attachment to the C-Channel. �0 096 Engfbeerin$tevlew By: GROMMET AND HEMCORD SERIES 2000 Tcll*mMinand HURRICANE PROTECTION •When a Keyhole Slot or washer is used on continuous C-Channel, a set screw a Asaocialras,LLC $t Cedir oe. wlheralien Jt ARMOR SCREEN,Inc. i2 through the channel and into the substrate is required to lock in place. w � 2744 Hillsboro Road • For Anchor Spacing see Anchor Tables on pages 14-19. • _ 0 ey Rd.Suite west Palm Beach,FL 33405 (661)841-8890 www.armorscroon.com •A Y4'TEK Screw may be used to secure the C-Channel end to limit screen �.t+ / 'q 6bo •. "� 8.4 FL 0140 Date: 10/23/07 Rev.Date: 10/11/10 Rev.Date: 04/23/15 movement. Mme ., uclapproval.com Scale: Not to Scale I Page: 2o1119 8®p�I ,lT�aQ+t. V° a °� Embedment a QO Embedment a• � e• ! v o v o Edge Edge ; , a. Edge ; , d Distance ° Distance Distance "A - Finish - - Finish - '- Finish °V Embedment Thickness Embe t Thickness Embedment Thickness Edge Distance Edge Distance Grommet Grommet ommet , Grommet Grommet Direct Mount F-Track 6063-T6 F-T ack 6063-T Angle Aluminum Studded/Studless Angle F-Track Anchoring Detail Anchoring Deta' (1 ',2", and 3" Minimum .125"x 6063-T6 Minimum .125" x 6063-T6 uild-Out) Anchoring Detail Anchoring Detail Anc ring tail Embedment Embedment Facing P Edge DistanceHV Brick,Stone or any il Non-Structural FacingDm Finish EmbedmentThfcknessIIIHIL111111t it 114 CMU and Terracotta it Block Epoxy AnchorGrommet see Table 5, page 16Eye Lagfor anchoring details Anchoring Detail �� °� - �•.:r: t.. - ,ir. .6 ► v. L.. Edge Distance 1 n 3 �� P• /4 or /B Hanger Bolt with Coupler, Panelmate or Hex Lag Screw .' • (Non-Structural Facing) (Caulk or soup > �d to seal facing) Y3'Aluminum Tube!Angle a • ' < .' • bed ent a e ' ' SO �% • ®c g maybe For Build-Out Em Edge c Edge c . .•a. '• %/Q. �� P 19 6063-T6 Alloy Dist ce _• ' ,: Dista ce .' _e ' • • O 0933!4 d ARMOR SCREEN - - Flnlsh - - Finish •" (fu*eej ng Review By: GROMMET AND HEMCORD SERIES 2000 r P Tecf$c+rman and HURRICANE PROTECTION Embedment Thickness Load Embedment Thickness �_ (®g5-�dates,LLC leir'E'" tllurhrni,�I�rtrr# ARMOR SCREEN.Inc. gL • sy.. 27502 2744 Hillsboro Road 45° C-Channel 90° C-Channel 180° C-Channel4 "'rGodfreyRd.Suite West Palm Beach,FL 33405 d d 1�••` 104 (561)841-8890 www.3rmorSCreen.com ® c",�• 1 Beach,FL 33140 d C•sr1 Date: 10/23/07 Rev.Date: 10/11/10 Rev.Date: 04!23/15 P (305)868-4707 0�6 X .ftmduelapnrovel.com I Scale: Not to Scale I Page: 3 of 19 asses #2 Nickel Plated Brass Grommet(TYP) O O O O O c M ii a N - - --- ------- - ---- - -- � nSectional Unlimited Width NonSpan Direct Mount Direct Mount GROMMET VERTICAL INSTALLATION Typical Vertical Typical Vertical (Span Sides=Welded Seam) Sectional View Window Sectional View ° ° ° NOTES: � o Typical screen anchor attachment may be ` ;•. ..•: grommet, continuous C-Channel, segmented C-Channel or any combination. a,The length of the Segmented C-Channel rn is governed b the strength of the fabric to 10"Segmented C-Channel g y g Alloy: 6063-T6 Aluminum C-Channel connection, not the hardware (TYP) attachment to the C-Channel. i i r 5"Segmented C-Channel Typical SpeGng . . Alloy: 6063-T6 Aluminum :• ". �• .' I (TYP) per Anchor Table �.� .;,•' }�•' °;.' r ® Unlimited Width Non-Span 9®p4EC1688D0 NNEL VERTICAL INSTALLATION C-Channel C-Channel(top) '' *��"'- ®®a®o ®•°° !tp �`'m (Span Sides=Welded Seam) j Typical Vertical F-Track(bottom) •'�::. ° sf® ARMOR SCREEN Window Typical Vertical Sea Nole No 09814 °gyp 1r S.ng Review By: GROMMET AND HEMCORD SERIES 2000 M ° ;7,�1 firman and HURRICANE PROTECTION Sectional View Window pati Igates,LLC. ARMOR SCREEN,Inc. Sectional View PLAN VIEW,VERTICAL SCREEN, ceatir3gAuthoriz°trt,nu �•8.w7502 2744 Hillsboro Road TRAPPED OPENING • '� West Palm Beach,FL 33405 + TE sgs pu- 104 yRd,suite (561)641-8690 www.armorscreen.com NOTE: For a trapped opening,side anchors are optional .°., �3 �/g�' 704 Q;°•�targroea`h'R 3314c Data: 10123107 Rev.Dale: 10111f10 Rev.Date: 04123115 the span side of the screen. Screen should butt the walls'�'.A� y°. ,, ,° � ®0005)e68-4707 S„"• IlproduclapP�val.mm Scale: Not to Scale Page: 4 019 A®S#+�@9sasaaQbe��mo MAX SPAN:148"for Grommets or 192'for Hemcord A �a O O Direct Mount Columns Plan View i O O -- — . - — Direct-Mount----- --- i- - - -a-- - - --(5 --- -_ --- --- - - Typical Window z .- __ Plan View z W O O F-Track Typical Window Plan View O O i O O HORIZONTAL INSTALLATION C-Channel NOTE: (Span Sides=Welded Seam) Maximum Span 192" Typical screen anchor attachment may be grommet, continuous C-Channel, Typical Window segmented C-Channel or any combination. Plan View Load �0e®aaa��a(e o a��yay.�asaOAA ID �: • , '. �g�fe� �'•''' •'•'� 0®'`� o m ARMOR SCREEN NO 09814t9nearing Review By. GROMMET AND HEMCORD SERIES 2000 C-Channel �d Berman and HURRICANE PROTECTION Maximum Span 192'� •- : n!y--Zssoriates.LLC le nlAulhorizalion!! ARMOR SCREEN,Inc. Wad+Nca Column Mount � o 27502 2744 Hillsboro Road *MkvPlan View hurGodfreyRd.Buite West Palm Beach,FL 33405 Ao�" �+ •0e 104 (561)841.8890 www.ermorscreen.wm •e( p��/ g e OMiaml Beach,FL 33140 Dale: 10123!07 Rev.Date: 10/11/10 Rev.Dale: 04123115 �� (305)868-4 707 ww�Mproduclappmval.com Scale: Not to Scale Page: 5 of 19 BBBBitAtiESgBD eeeeeeee' ►eeeeeeee .-` eeeeeeee' _o� WA, Flap �e�e�eee�eeeiee� ♦eeeeeeeeeeeeeeee♦ side ♦eeeeee♦ ♦eeeeeee ►eeemeeeeMAeeeeeeeejejeeeeeeeeejeeej� �eeeeeeeeeeeeee� ►eeeeeeeeeeeeee� f►eeeeeeeeeeeeeeeee� ►eeeeeeee ►eeeeeee/ ��eeeeeeeeeeeeeeeee♦ ♦eeeeeee' ♦eeeeee♦ ►eeeeeeeeeeeeeeeee ►eeeeeeee ►eeeeeee/ i eeeeeeeeeNA,IVA ee♦ MA MA ♦eeeeee♦ �►eeeeeeeeeeeeeeeeei ►eeeeeeee ►eeeeeee ♦eeeeeeeeeeeeeeee♦ Ow, eeeeeee♦ �►eeeeeeeeeeeeee�eeeeeeeeeeeeeeeeeeee! ►eeeeee ►eeeeeee ;►eeeeeeee0000eoeoea �ieoeoeeeoeoeoea �eeeeeeeeeseeee� eee eseeeeeeeeeeee♦ •� ®eeeeeee' ♦eeeeee♦ j►eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee� ►e�eee�e�e�e�e�� ►eeeeeeeeeeeeeeeee ►eeeeeeee ►eeeeeee eeeeeeeeeeeeeeeee♦ ♦eeeeeee' ♦eeeeee♦ ►eeeeeeeeeeeeeeeee ►eeeeeeee ►eeeeeee �eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee� �ee�AILWA ►eeeeeeeeeeeeeeeeeeeeeee�eeeeeeeeeee� �ieieieieieieiei ►eieieieieieiei� eeeeeeeeeeeeeeeee♦ ♦eeeeeee' ♦eeeeee♦ ►eeeeeeeeeeeeeeeee ►eeeeeeee ►eeeeeee eeeeeeeeeeeeeeeee♦ �eeeeeeieieieiei reieeeieieieiei� ►eeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeee♦ ♦eeeeeee' ♦eeeeee♦ ►eeeeeeeeeeeeeeeee ►eeeeeeee ►eeeeeee �eeeeeeeeeeeeeeeee♦ ♦eeeeeee' ♦eeeeee♦ • ►iei�ieieiei�eeiei�ieieieieieieieiei� ►eeeeeeee ►eeeeeee ►e�e�e�e�e�e�e�o�e�e�e�e�e�e�e�e�e�e� �ieieieieieie!i ►!..eieieieiei�.►� eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee� >��i�i�i�i�:�i ♦ee :►eeeeeeeeeeeeeeeee • : a eeeeeeeeeeeeee♦ ►eeeeeeeeeeeeeeeee • ♦eeeeeeeeeeeeeeee♦ �. � , '►eeeeeeeeeeeeeeeee - .- .►�e�e�e�e�e�e�e2e�e_�e�e�e�e�e�e�e�e�� • . 'Rr, f,!�n,,:l, �Ste. • • • Qi;::; �r44p G•4f: ' f • T ARMOR SCREEN GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION : s MAX SPAN:148"for Grommets MAX SPAN:148"for Grommets or 192"for Hemcord or 192"for Hemcord n vo v.d O O O Direct Mountz O Columns a Plan View o O O O z X o O 0 — w Z Direct Mount O Typical Window Plan View O O Common Anchors NOTES: o Two adjacent screens may share common anchors. o Typical screen anchor attachment may be grommet, continuous C-Channel, segmented C-Channel or any combination. F-Track Typical Window Plan View Anchors common to both screens ®®®gBBBB2g9p�®gg .'1 iA ®�®R " 0 ,6 oiMON ANCHORS®��.••,c�r�S m0�o ISO 0981 ARMOR SCREEN C-Channel Max. S 1 " r "•Engl kering Revlew By: GROMMET AND HEMCORD SERIES 2000 Span y4r: ;*Tfl;Barman and e Fl fates,LLC HURRICANE PROTECTION Typical Window m" a'r�ftc of Auurnrizadon S ARMOR SCREEN,Inc. Plan View .W502 2744 Hillsboro Road a ,• ur Godfrey Rd.Suile west Palm Beach,FL 33405 • �9 104 (561)841 tS890 www.ermorscreen.com B�� ••.• ^ a r tml Beach.FL 33140 (305)88e-4107 Data: 10/23/07 Rev,Date: 10/11/10 Rev.Date: 04/23/15 ®� AdB .0produdapproval.com Scale: Not to Scale Page: 7 of 19 • gB�BgBASBAeBB� .�. •1R11 i11•+�♦!.♦�.�+•�/SWIR S02i♦e•�e•+�•��♦moo♦♦o�oo�oe�� A., ♦♦o♦♦♦ ♦o♦♦♦♦♦oo�'111111111 +♦o♦♦+♦oo♦o♦o+♦av A.,WN 1 2.11 o+♦oo♦oosoo 00,►Ioloo+of Ilse+o♦oe 00000 ♦ e o ♦ ry....�. ..:.......... ....v. ►+o♦+o+♦o+�♦+oe♦�+eo+o♦ore+ �1�MR,A 1Rii►s♦♦Q�e♦�+♦�+e�♦��+��e�+ ♦o�� ►000000e000000000eoo♦ooe0000�/•+Ie11o1��e�o♦Wo+�o♦♦oe0000�o♦�oo�oe�� ►oo�oo+o,�o�oo+oo+o��0��0+00��1��1��11�*jP20100+0�+0��0��0+0�++�0OM 0�+��00��0��eose0��o��►i1�i1iilio/ii+��+��♦��♦0+��+��0��0�+�i+�� • , . 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Emb ment Thlckness Embedment Thickness Grommet Grommet Bottom Anchors Direct Mount F-Track Plan View Top Anchoring Detail Top Anchoring Detail Edge Distance Edge DEFLECTION Distance @ Mid Span of Screen 3 SPAN 311 Y4 � 1 3/4r� L- i m Bottom Return a e -- a Anchors Offset Distance Return Anchors Elevation 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. pg�®�98@®SAD 6"(TYP.) e ®®� ��® •� `. I'GLED SCREE ARMOR SCREEN E. r Review B •'•a •: o - o °�muns o ". �° I�O 09814 E•'g�� y: GROMMET AND HEMCORD SERIES 2000 a tFd Borrrtart and HURRICANE PROTECTION /''W'*- oehas.LLC I • d • TK Cedifie�le or7dtdhorlerubn N ARMOR SCREEN,Inc. �.• ! a, .• r. AIM - ?.0z 2744 Hillsboro Road a • e T` O� :a j Rd.Sidle West Palm Beach,FL 33405 Bottom Return Anchors Alternate Bottom a �/� '�*?0 M04FL33140 (561)8418890 www.armorscreon.com Direct Mount (ian e y4�, se a7D7 Dale: 04N2/07 Rev.Date: 10/11110 Rev.Date:04/23/15 Using Segmented F-Track Corner Attachment �, pa �a .• clapprovalx= scale: NDttos,ala Page: 90f19 o Storm Bar Span + Storm Bar Span STORM BAR NOTES: 0_0 i 1. Refer to Table D-1.2 on page 13. 2. The storm bar system is designed to achieve deflection a and may utilize one or more storm bars. The m12 offset may be increased with blocking at the support. III 3. Storm bars may be positioned horizontal,vertical or as II eflection required. 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 ® Elevation Multiple Openings inch anchors. Refer to pages 14-19. Offset Elevation 5. The storm bar and screen should extend past the __protected opening by_1.2 times the offset. o a 6. Use"opening" and_positive wind pressure to ao� I determine the minimum separation between screen and �n glazing. ® 7. Use"anchor"span and negative wind pressure to ID determine Fastener size and spacing. a C oCn IVeflection Multiple Storm Bar Vertical Storm Bar f •� Elevation Elevation .k• !I ^' Green Span Aluminum"H"Bracket I 1 1 - -, Offset I ��i a=illi01 I�:Lit��lrj��1��,. • •: ,-�l1HN-:n ILIDIIE �LGL�-1I_IFri aiarif3ILjI_III Wall 3' Clevis 2" Pin Zinc Multiple Storm Bar 11 with Single Opening O Glass--+ rids closed with a vinyl cap P Cotter Pin Zinc Screen span- -i 2"x 6"Aluminum Tube BRACKET 6063-T6 STORM BAR & BRACKET �® ®®t�ORE®EWORM BAR SYSTEM V S ®� ARMOR SCREEN �o PJo ��`a F�Ineering Review By: GROMMET AND HEMCORD SERIES 2000 4* $$$ i-Tod Darman and HURRICANE PROTECTION Building Structure between adjacent window/door frames Esso Itllos,LLC may act as a Storm Bar if proper offset to the glazing is 1.; :�"4 ate Of AliftnZalion N ARMOR SCREEN,Inc. 275D2 2744 Hillsboro Road present. This applies to a vertical or horizontal applications. y , hur Godfrey Rd.Suite west Palm Beach,FL 33405 e T !ab X04 (561)841-8890 www.ormarscreen.com ail s OP .• _ .1' d�taml Beach,FL 3314D 0��•. jav�^ a.!' (3os)ase 4707 Date: 10123!07 Rev.Date: 10111/10 Rev.Date:04123/15 �Qtwx.11productapproval.com Scale: Not to Scale I Page: 10 of 19 '•fug (aJ�.IA��..e00�' Max.Span 192" TYP.of Below ny Approved Anchor System Offset Deflection mutnallc Devko Pneumatic Device I Y44"mtnlmum span Double Air Bag (Typ,) Pneumatic Device Plan View D°fleclbn Deflection Offset (mid span) l D - - -- ---- - -- —-- -- ---- - -Single-Air-Bag- ---- --- --- - - __ __ _ __ ___-Side-Sectional Plan View - End Supported PD Structural Member Side Sectional Offset End Supported PD 1%,"minimum Deflection-The midspan between 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 holding air without perceptible leakage,and a tough fabric cover for structural —Opening to be protected 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 devices. 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. 4. Inflation of the device requires a minimum pressure of 2.0 psi. 0��®0osa�sa.o$�o®��g 5. One or more devices may be used to achieve separation. ®� , °o TIC DEFLECTION SYSTEM 6. This system may be positioned horizontally,vertically,or as required. o� ® ARMOR SCREEN 7. The pneumatic device may be permanently attached to the screen or made a��• �earin Revlew8 m n9� 9 Y GROMMET AND HEMCORD SERIES 2000 ,�, ° NO ��$� gr �, HURRICANE PROTECTION removable. 4 ° TrRI 0rrman and 8. The sleeve should not be attached to the buildingstructure unless designed as a ate Amoclate�,LL 9 � ° ARMOR f� 2744 Hillsboro SCREEN, Road specific installation by a structural engineer. b'e'lifICAR,of Authroizatlnn N Inc. ..O Q, fxz 9. The pneumatic device should be positioned to provide adequate deflection between :• STAT n G104ey Rd.suite West Palm Beach,FL 33405 (561)841-8890 www.armorscreen.com the screen/barrier and surface being protected. �an6®� °•� Z.- ° Awlee868-4 33140 Date: 10/23107 Rev.Date: 10111/10 Rev.Date: 04/23/15 t• ®(306)668-4707 ®s, .° Bprodudepproval,roto Scale: Not to Scale Page: 11 of 19 �®®gasA��9A+®®apoa0 X C 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.) / Stitching Detail pulling and supporting the center of the screen a Offset / -Sewing includtowards the windward direction. es 2 row:nefil hems with buc Double Lock Stitch,of 3 sst apsOnermay bemoretused to achieve deflections and Nylon T135 bonded thread or 4. The support hem system may be positioned equal. Wellington horizontal,vertical or as required. g 5. Screen unable to return should extend past Synthetic Fiber Strand Product No. 0 Protected opening by distance equal to or greater M-170 H or equal. than the minimum deflection I offset,which ever is - - - -- — — -- -- - - — -- — - - greater: --- — ............. ........ r' Earth Anchor 6. Strap material equal to DirecTex 2"High Tenacity Polypro black or white. Stabilized with a 4" x 7. Buckle with raised"Armor Screen"imprint is Minimum Schedule 40 PVC Sleeve. See chart on this page. proprietary to Armor Screen Corp. 'n Soil shall be minimum dense course sand. CENTER HEM SUPPORT ANCHORS 0 0 0 0 SPAN ANCHOR MIN. MIN.. up to 100"up to 192" i Deflection w EMBED. E.D. ANCHOR SPACING (TYP•) v Buckle shall be 0 %a"DROP-IN ANCHOR 1 Y2" 4" 18" 12" super contoured 0 a Offset buckle by Nexus or ® ® ® 55 H equal(TYP.). o I M Y"DROP-IN ANCHOR 2" 5" 24" 18" o EARTH ANCHOR W rn }'2'x 30"SHAFT x 4"HELIX to j WITH WELDED EYE. 28" N/A 24" 24" N O z 3150 LBS WORKING LOAD W U) PAVER ANCHOR U z V x 30"SHAFT x 4"HELIX O o WITH SS COUPLER AND 28" N 24" 18" 09 SS EYEBOLT —�� SPAN �- 4 HEM DEFLECTION SYSTEM +,�':.:.'c- •:; `: �''.?!:: ®m�0�Ci� '�G E 1N y+S+'" � ARMOR SCREEN :. � :'; ;"•' ��$�m glneering Review By: GROMMET AND HEMCORD SERIES 2000 A,•• : ;i �.'' •'.., ® � �96 Tort Berman and HURRICANE PROTECTION ® • � '' i+' �Associatos.LLC " cve of Aumoamd"n u ARMOR SCREEN,Inc. m 275D2 2744 Hillsboro Road Drop-In Anchor m^a" 'lrthur Godfrey Rd.Suite west Palm Beach,FL 33405 m 104 (561)841-8890 www.armorscreen.com See chart on this page. m TATE tlaml Beech,FL 33140 0Q�e ,"eoo�nenen r.. e,® (30s)e6S-4707 Date: 10123!07 Rev.Date: 10/11/10 Rev.Date: 04/23/15 c 'a•, 'a"e 'Semv.flproductopproval.com Scale: Not to Scale Page: 12 of 19 TABLE D-1.1 TABLE D-1.2 Grommet Hemcord Series 2000 Deflection Table Grornmet I Hemcord Storm Bar Susan Span Deflection in inches Storm Bar Span/ in feet in incises 30 psf 40 psf 50 psf GO psf 7U psf 90 psf 110 psf Length 1U' 12' 2 ft. 24 2.0 _- 2.1 2.3 _ 2.5 2.6 3.0 3.4 Max.PSF PER TABLE D1.1 3 ft. 36 _ 3.0 _3.2 3.4 3.8 4.0 4.6 5.1 Deflection _ PER TABLE D1.1 Oft. 48� -3.9 4.3 4.5 5.0 5.3 6.1 6.8 SYP2"X6" X X X 5 ft. 60 4.9 5.3 5.7 6.3-- 6.6 7.6 8.5 Alum.Tulse -� 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 Alurn.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.i' X X X X X X 1.0 ft. 4 in. 12.4 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:> 16.3 -18.8- 21.0 -- Hem-cord Series 2000 Deflection Table 13 ft. 156 '12.8 13.9 14.7 16.4 172 19.8 22.2. 14 ft. 168 13.8 15.0 15.8_ 17.6 18.5 21.3 23.9 15 ft. 180 14.8 _ 16.0 16.9 18.9 _ 19.8 22.9 2.5.6 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 mid span of the screen and subject to rational analysis. Rh=W`U2 Rv=W"(LA2)/(DEFLECTION) SCREEN REACTIONS FOR PRESSURE AND SPAN TENSION=(RhA2 "RvA2)A0.5 Span _ Load 2 6 ft. 7 ft. 8 ft. 9 ft. '10 ft. 11 ft. 12 ft. RV ft. 3 ft. 4 ft. 5 ft. 13 ft. 14 ft. 15 ft. 1G ft. Sft 4 In. 4 in. 4 in. 4 in. 4 in. 4 In. 4 in. Rh 24" 36" 48" 60" 76" 88" 100" 112" 124" 136" 148" 156" 168" 180" 192" 30 Rh 30.0 45.0 60.0 75.0 95.0 110.0 125.0 140.0 155.0 170.0 185.0 195.0 210.0 225.0 240.0 RV _90.0 135.0 184.6 229.6 291.1 336.1 381.1 426.1 471.1 516.1 565.7 59_5.1 639.'1 684.1 733.8 40 Rh 1 40.0 60.0 80.0 1100.0 126.7 146.7 166.7 1186.7 206.7 226.7_246.7 260.0 280.0 300.0 1320.0 /I RV 1114.3 1168.6 223.3 283.0 353.9 413.6 468.1 52.2.6 582.4 636.9 691.4 729.5 784.0 843.8 898.3 Span Deflection GO Rh 60.0 90.0 _12.0.0 150.0 190.0_220.0 250.0 280.0 310.0 340.0 370.0 390.0 420.0 450.0 480.0 Rv 1144.0 213.2 288.0 357.1 451.2 526.0 595.2 664.3 739.2 808.3 883.2 927.5 1002.3 1071.4 1140.6 Pressure PSF 70 Rh 70.0 105.0 14060 175.0 221.7 256.7 291.7 326.7 361.7 -396.7 431.7 455.0 490.0 525.0 560.0 Rv 150.0 225.0 300.0 375.0 478.6 553.5 628.5 703.5 714,1 778.6 92.8.6 980.4 1055.4 1130.4 1205.4 Rh 90.0 135.0 180.0 2.25.0 285.0 330.0 375.0 420.0 465.0 510.0 .555.0 585.0 630.0 675.0 720.0 Rh 90 - RV 180.0 264.1 354.1 444.1 558.2 648.2 738.2 1828.2 918.2 '1002.3 1092.3 1152.3 1242.3 1326.4 1416.4 Rv 110 Rh 110.0 165.0 220.0 1275.0 384..3 1403.3 458.3513.3_568.3 623.3 678.3 715.0 770.0 825.0 880.0 RV 1194.1 291.2 3882.8 709.9_ .2 485.3 61806.9 904.0 1001.1 1098.1 1195.2 1256.1 1353.1 1450.2 1547.3 0%blill 0810e BE NOTES: LECTION! TABLES ll 1. Deflections are cielivered from test results. •• �j®� ARMOR SCREEN 2. Reaction Rh can be positive(towards structure)or negative(away from structure). a No 09814 a.Engin�ring Review By: GROMMET AND HEMCORD SERIES 2000 3. Rv is always tension as shown. : e*eMserman and HURRICANE PROTECTION o AsZ!�clates,LLC tbs�,�•,�c:Cu1 Aurhurlxarrgn u ARMOR SCREEN,Inc. s� w 27507 2744 Hillsboro Road +; cfr Godfrey Rd.Suite west Palm Beach,Fl-33405 c; 104 (561)841-8690 www.armorscreen.com ®o® '• /� Z X-11-9 N Beach,FL 33140 • • o t . • %0(305)86&4707 Date: 10123107 Rev.Dale: 10111/10 Rev.Date: 04123/15 O� s 4'•• p?Iw.nproducrapproval.com Scale: Not to Scale Page: 13019 - ®®Bg�Naeaeeetl9��, CONCRETE, 3000 PSI -%4" AND 5/6" ANCHORS TABLE 2 ANCHOR SPACING Min. Min. Pressure Span Min. Min. Pressure Span Anchor Embed. E.D. (psf) to 48" to 76" to 100" to 124" to 148" Anchor Embed. E.D. (psf) to 48" to 76"Ito 100" to 124" to 148" 30(psf) 12" 12" 12" 12" 12" 30(psf) 12" 12" 12" 6" 6" — WOW ALL Y4"DIA.SS 40(psf) 12" 12" 12" 12" 12" POINTS SOLID 40(psf) 12" 12" 6" 6" 6" DROP-INSET ANCHORS ANCHORS 1" 3Y" 60(psf) 12" 12" 12" 12" 6" (VALUES AND e" 3" 60(psf) 12" 6" 6" 6" — (1) 90 S 12" " " " " INSTALLATION PER (P 12 6 6 6 I-0 MIAMADE NOA 90(psf) 12" 6" 6" — — 110(psf) 12" 12" 6" 6" 6" 11.0816.06 110(PSO 6" 6 — — — 30(psf) 12" 12" 12" 12" 12" to 30(psf) 12" 12" 12" 12" 12" Y4"DIA. 40(psf) 12" 12" 12" 6" 6" IX 4"-20 CALK-IN 40s TAPCON SG 1� O ANCHORS (P f) 12" 12" 12" 12" 12" (INSTALL PER 1 Y4" 2Y2" 60(psf] 12" 12" 6" 6" 6" _ (INSTALL PER S MIAMI-DADE NDA fJ MANUFACTURERS 1 A. 3 Y2" 60(pso 12" 12" 12" 12" 6 NO_11_0616A4)__ _ _ _ 90(PSO 12" 6" 6" — — Z INSTRUCTIONS) - 90(psf) 12" 12" 6 6 6 110(psf)- 12" 6" 6" — — .40 110(PSO 12" 12" 1 6 1 s –6 30 Sf) 12" 12" 12" 12" 12" Y4"Dia, 30(psf) 12" 12" 12" 12" 12" 40( 12" 12" 112Y 12" 12" 0 Powers SS 40(psf) 12" 12" 12" 12" 12" Y DIA.X 1 Y4tzp- Z Mushroom N S TAPCON 1 4" 2 Y2" k&DKSO 12" 12" 12" 12" 6" a Spike Anchor 1Y4" 3y" 60(psf) 12" 12" 12" 12" 6" 1) (Install per = 90(psf) 12" 12" 6" 6" 6" manufacturers 90(psf) 12" 12" 6" 6" 6" 110(psf) 12" 12" 6" 6" 6" Instrucllons)(1) 110(psf) 12" 12" 6" U 6" 6" Q Ya"DIA.X 2& 30(psf) 12" 12" 12" 12" 12" W 4"DIA. 30(psf) 12" 12" 12" 12" 12" MATE 40(psf) 12" 12" 12" 12" 12" 0 HOLLOW SET PANEL v V DROP-IN 40(psf) 12" 12" 12" 12" 12" (INSTALL PER 1 Y4. 2Y2" 60(psf) 12" 12" 12" 12" 6" Z ANCHORS PANELMATE O (INSTALL PER 3Y" 60(Pso 12" 12" 12" 12" 6" W INSTRUCTIONS) 90(psf) 12" 12" 6" 6" 6" V MANUFACTURER'S 90(psf) 12" 12" 6" 6" 6" (1) INSTRUCTIONS) 110(psf) 12" 12" 6" 6" 6" a (1) 110(PSO 12" 12" 6" 6" 6" 30(psf) 12" 12" 6" 6" 6" 4^CONFAST 30(psf) 12" 12" 12" 12" 12" O Y4"DIA. 40(psf) 12" 6" 6" 6" 6" CD HURRICANE 40(psf) 12" 12" 12" 12" 12" 0 SAMMYS SSC1� M SHUTTER (INSTALL PER 2 Y4" 2 Y2" 60(PSO 12" 6" 6" 6" -- INSERT 15. 4" 60(Psf) 12" 12" 12" 12" 6" MIAMI-DADE NOA ANCHOR W/y" I" NO.11-0616.04) 90(psf) 12" 6" 6" — — DIA. INTERNA 90(PSO 12" 12" 6" 6" 6" 0 110(psf) 12" 6" 6" — — THREAD 110(psf) 12" 12" 6" 6" 6" M Y4"ELCO 30(psf) 12" 12" 12" 12" 6" 30(psf) 12" 12" 12" 12" 12" CRETE FLEX 40(psf) 12" 12" 12" 6" 6" 5'16"ITW 40(psf) 12" 12" 12" 12" 12" 410 SS 2" 2 y" 60(Ps>) 12" 12" 6" 6" 6" BUILDEX XL 2 2 ' 60 s 12" 12" 6" 6" 6" (INSTALL PER SERIES (P MIAMI-DADENOA 90(psf) 12" 1 6" 6" — — TAPCON 90(psf) 12" 6" 6" 6" NO.12-0126.09) — 110(psf) 12" 6" 6" — — 110(psf) 12" 6" 1 6" 6" — 30(psf) 12" 12" 12" 12" 12" CONCRETE NOTES: Y4"POWERS 40(psf) 12" 12^ 12" 12^ 12" •ProVjgVib wilasteners, if required,to allow for thickness of finishes such as POWER STUD 2" 3" 60(pso 12" 12" 12" 12" 6" SS ��St�®�l�q,'etc. (1) 90(PSO 12" 12" s" 6" 6" � ` Cleat. 110(psf) 12" 12". 6" 6" 6" ®� , " w '^,�o ARMOR SCREEN 30(psf) 12" 12" 12" 12" 12" '� �® 09814 n9I�'eering Review By: GROMMET AND HEMCORD SERIES 2000 Y4"DIA 40(psf) 12" 12" 12" 12" ]6' " rA Berri an and HURRICANE PROTECTION POWERS Ar"fsoc(a(os,LLC WEDGE BOLT 1��' 3^ 60(psf) 12" 12" 12" 12" Groh olAuthrnimlion N. ARMOR SCREEN,Inc. 410 SS a 27502 2744 Hillsboro Road (1) 90(psf) 12" 12" 6" 6" ® 05 ur comfrey Rd.salla 8st Palm Beach,FL 1)8418890 www.a3rmorscreen.com 110(psf) 12" 12" 6" 6" oA'� •'�` 2 '6' �i;,l Beach.R 33140 d0 ••y� b�• V (305)666-470 Date: 10/23/07 Rev.Data: 10/11!10 Rev.Date: 04/23/15 .6Productoppmv0Lc0m Scale: Not to Scale Page: 14 of 19 �6'eds9Ra IAL. ��eo CONCRETE, 3000 PSI a N8" AND %2" ANCHORS TABLE 3 ANCHOR SPACING Anchor Min. Mon. Pressure Span Anchor Min. Min. Pressure Span Embed. E.D. (pSf) to 48" to 76' to 100" to 124" to 148" to 168" to 192" Embed. E.D. (pSf) to 48" to 76" to 100" to 124" to 148" to 168" to 192" W ASTM 304-116 30.(Psf) 18" 18" 18" 18" 18^ ia° 16• e"DIA. 30(psf) 18" 18" 18" 18" 18" 18" 18" SS THREADEDPOWERS SS ROD 1N EPDXY 40(psf) 18" 18" 18' 18• 18' 10' 18° MUSHROOM 40(psf) 18° 18" 18' 18" 18" 18" 18" W1 SS COUPLER 3�B" 4" 60(psf) 18" 18" 1B" 1a" ta° 19" 18" SPIKE 1 Y4" 4" 60(psf) 18" 18" 18° 18" 18" 1S" 18" AND EYEBOLT ANCHOR (INSTALL PER 90,(psf) 1B" 18" 18" 18" 19" 18` 12" (1) (INSTALL PER 90(psf) 18" 18" i8" 18" 18" 12" 12" MANUFACTURER'S MANUFACTURER'S INSTRUCTIONS) INSTRUCTIONS) 110(PSf) 18" 18" 18" 18" 12" 12" 12" f) 1a" 18" 18` 18" 18" 12° 12" a 2 %-DIA. 30(psf) 18" 18" t8" 18" 18" 18" 18" 30(psf) 18" i8" 19" 18• 78" 18• 18" V POWERS SS 3 " — _ _MUSHROOM- - - --40-(psf) -Is'- Is'---- 18" 18" --18" --19" 18"- Q /8 DIA.410 40(psf)_ 1a" 18° _ 18" _ 18' 18" 18° 18" Q _ SPIKE WEDGE ERS 2 Y" 3 Y2" 60(psf) 18" 18" 18" 18• 18• 18° 18" Mm 1%" 3 Yz" 60(psf) 1 B• 18" 18" 1a" 18" 18" 18" ANCHOR BOLT(LDT) 90 sf 18" 18" 18` 18° 18" 12` 12" (INSTALL PER 90(psf) t8" 18" 18" 18" 1a" 12" 12" (P ) MANUFACTURER'S ti.i INSTRUCTIONS) 110(PSf) 18" 18" 18" 18" 12" 12" 12" 110(psf) 18" 18" 18` iB" 12" 12• 12" H LLI 30(psf] 18" 18" 18" 18" 18" 18" 18" POWERS 30(psf) 18" 18" 18" 18" 18" 1a" 18" V 40(psf) 18" 18" 18" 18" 18° 18" 18` HOLLOW SET 40(Psf) 18" 18" 18" 18" 18" 18" 18" Z %B'DIA.SS 6 DROP-IN 11 4" 60(pSf) 18" 18" 18" 18" 18• 18" 18" V Y2 DROP-IN 1 " 4" 60(psf) 18" 18" 1B" 18" 18" 1a• 18" V ANCHORS 2 ANCHORS 90(pSf) i8" 18" 18" 10" 18" 12• 12" (INSTALL PER 90(psf) 18" 18" 18" 18` 18" 12" 12" MANUFACTURER'S 110(psf) 18" 18" 18" 18• 12" 12° 12" I• INSTRUCTIONS) 1110(psf) 18" 18• 18^ 18• 12" 12" 12" ® 30(psf) 18" 18" 18• 18• 18" 18^ 18" CD 30(psf) 19" 18" 18" 18" 18" 18" 18" M x ULK-IN 40(psf) 18" 18" 18` 18" 18" 18` 18` M %"POWERS 40(psf) 18" 18" 10" t8" 18" 18" 1a" CAU L BOLT1 Y 4" 60(psf) is- 18" 16" 1a^ 1a• ta• i8^" POWER STUD 1 4" 60(psf) 18" 18" 18" 18" 18" 18" 18"(INSTALL PER SS MANUFACTURER'S 90(psf) 18" 18" 18" 18" 18" 12" 12" 90(psf) 18" 18" 18" 1 18" 1a" 12" 12" INSTRUCTIONS) _ 110(PSf] 18" 18" 18" 1 18" 12" 12" 1 12" 110(psf) 1B" 1a" i8" is" 12" 12^ 12" Min. Min. Pressure Span CONCRETE NOTES: Anchor Embed. E.D. (psf) to 48" to 76" to 100" to 124" to 148" to 168" to 192" •Provide longer fasteners, if required, to allow for thickness of finishes LU 30(psf) 18" 18" is" 18" 1s• is" 1a" such as stucco, plaster,siding, etc. I-_ 40(psf) 18" 18" 18" 18• 18• 18" 19" •Y2° Hardware Anchor Spacing only valid with C-Channel mounting. LLJ 2"DIA.SS V DROP-IN 2" 5" 60(psf) 1a" 1B" 18" 18" 18• 18" 18" O ANCHORS 90(PSf) 18" 18" 18° 18• 18• 18" 18" ®®%"k%t718 B gusto,?'? v O a 110(Psf) 18` 18" 18" 16" 18" i8" 18" .�`s�®®o.�� o "•.�14e , ® E g' pve p� 30(psf) 18" 18• 18" 18" 18" 18• 18" �' G ARMOR SCREEN o o Y"DIA.SS 40(pSf) 18" 18" 18" 18" 18° 18` 18" a No 0981 nglnUring*view By: GROMMET AND HEMCORD SERIES 2000 M POWERS 60 S 18" 18" 18` 18" 18` 18° 18" T'ed[3n 'jh and WEDGE BOLT 3y" 5" (P f) , Assoclate$;LLC HURRICANE PROTECTION LDT Grdilicaierixallon it ARMOR SCREEN,Inc. ( ) 90(psf) 18" 16' 16' 16" 18` 18° 18° 2744 Hillsboro Road 110(pSf) 18" 18" i8' 16• 18' 18° 18" ` F25 AT Rd.Suite West Palm Beach,FL 33405 ��. ° (561)841-8890 www.armorsoreen.com Elul 'o 4707140 Date: 10/23107 Rev.Date: 10/11/10 Rev.Date: 04/23/15 dd, ^°"••"°°" udepprovel.com Scale: Not to Scale Page: 15019 ®g®QFC as�t".,<pee CONCRETE BLOCK CMU -%" TABLE 4 ANCHOR SPACINGCONCRETE BLOCK (CMU) .3/s" Anchor Min. Min. Pressure Span a Anchor Min. Min. Pressure Span Embed. E.D. (psf) to 48" to 7s" to 100" to 124"to'148-1 Embed. E.D. (psf) to 48' to 76' to 100• to 124" to 148" to 168' to 192" 1 Y' 30(psf) 12" 12" 12' 12" 12" n 30(psf) 12" 12" 12" 12" 12' 6" — TAPCON SG shall be in 40(psf) 12" 12" 12" 12" 12" LL 1 Y4" (INSTALL PER face shell, shall be 40(psf) 12" 12' 12" 12" G' 6" — MANUFACTURERS not 2 ^ 60(psf) 12" 12" 12^ 12" 6" 1 Ye-16 Caik-In INSTRUCTIONS) mortar 90(psf) 12" 12" 6" 6" 6" Anchors in face 4" 60(psf) 12' 12" 12" 6" 6 6" — (t) joints (1) hall,not 1 110(list) 12" 6" 6" 6" 6" o mortar 90(psf) 12" 12" 6" 6" 6" — — joints a x"DUI.ALL e" 30(Pso 12" 12" 12" 6^ 6" n 110(psf) 12' 12" 6" 6" 6• — — o POINTS SOLID shall be in 40 psf) 12" 12" 6" 6" 6" r SET ANCHORS face shell, 40( 30(psf) 12' 12" 12" 12" 12" 6" 6° 11 (VALUES AND 3" 60(psf) 6^ 6" 6^ 6" — 1" E INSTALLATION not p Ye"DIA. shall be 40(psf) 12" 12" 12" 12" 6^ 6' — fL PEa MwMI-0ADE _-mortal_ 90(psf)- — — — — — E HOLLOW SET NOA M1 ne.oa —- --- -- —- DROP-IN - - In face__ 4„- - -60-(psf)-—12'-- -12= 12" - -6" - 6 ---6- EXP. --6- — ExP.12-MI) joints 110(psf) _ — _ — — — — g ANCHORS hell,not 30(psf) 12" 12" 12" 6" 6" u (1) mortar 90(psf) 12" 12" 6" 6" 6' — — m joints _ _ shalt be in 40(psf) 12" 12" 6" 6" 6" u 110(psf) 12' 6" 6" 6" 6" cface shell, a-20 CALK-IN 3" 60(pSf) 6" 6" 6" 6" — Y 30(psf) 12' 12" 12^ 12" 12" 6' 6" ANCHORS not O 1 Y4" 40 S 12' 12" 12' 12" 6" 6" c mortar 90(psf) — — — — — m /•POWERS shall be (P — � joints 110(PSO — — — — — ' TAPPER in face 4" 60(psf) 12" 12" 12° 6" 6 6" — 11 3 30(psf) 12" 12" 12" 12" 12" (1) hell,not E Y."DIA.X 1�• 1 Y4" z mortar 90(psf) 12" 12" 6" 6" 6" — — iL 410 SS shall be in 40(ps0 12" 12" 12" 12" 12" o olnts _ TAPCON face shell, V j 110(psf) 12" 6" 6" 6" 6" — (INSTALL PER 2 Y" 60(psf) 12" 12" 12" 12" 6" V N0,0-OADENOA m star 90(PSI) 12" 12" 6" 6" 6" CMU AND TERRA COTTA BLOCK WITH STUCCO - %4'AND N0.010T14A3) (1) joints 110(psf) 12" 6' 6^ 6" 6' Min. Min. Pressure Span 30(psf) 12' 12^ 1z" 1z" 12' Anchor TABLE 5 t�.1 Y4•DIA.X 2 Y; 1 Ya Embed. E.D. (psf) to ae" to 76^ to 100"to 124" to 148" 0 shall be In 40(pso 12" 12" 12" 12" 12" ANCHOR J PANELMATE ELCO Y."X 2 30(psf) 12" 12" 6" 6" 6" m (INSTALL PER face shell, o SPACING 3^ 60(Dsfl 12" 12" 12" 12" 6" u A. MANUFACTURERS not v CRETEFLEX 40(psf) 12" 6" 6" 6" — I 1(L INSTRUCTIONS) mortar 90(PSQ 12" 12" 6" 6" 6" MASONRY lu (1) 9 1 Y4" 2Y^ so(DsQ 12" 6" 6" — — joints 110(psf) 12" 6" 6" 6" 6" C HAST HERS 90(psf) 6° 6° U — — O 1 Ya" 30(psf) 12" 12" 12" 12" 12" x — — — V Ya'DIA.X 2 Ya" 0 INSTRUCTIONS) 110(ps0 6' 6" PANELMATE shall be in 40(psi) 12" 12" 12" 12" 12" m 30(psf) 12" 12" 12' 12' 12' (INSTALL PER face shell, 2" 60(psf) 12" 12" 12" 12" 6" a MANUFACTURERS not 40(pSf) 12" 12" 12^ 12^ 6" INSTRUCTIONS) mortar 90(psf) 12" 12" 6" 6" 6" O CUSTOM (t) joints 110 LT COUPLER IN 3 Y4" 4" 60(psf) 12" 12" 12" 6" 6" (P� 12" 6" 6" 6" 6" EPDXY 90(psi) 12" 12" 6" 6" 6' rc 1�" 30(psf) 12" 12" 12" 12" 12" HURRICANE 110(pSf) 1 12" 12" 1 6" 6" 6^ SHUTTER shall be in 40(psf) 12" 12" 12" 12" 12" " " INSERT face shell, Holes: 1.Custom fastener x 2Y2'threaded rod(30455)w/Y•x 1 y"coupler(31656)fully inserted ANCHOR W1 not 4" 60(psf) 12' 12" 12" 12" 6in y"dia.3 Y.'screen tube fully rifled w/Sikadur Anchorfot-4 Injection Gel. .'DIA. mortar 90(psf) 12" 12" 6' 6' 6" 2.%"x 1•carriage bolt,eye bolt,or machine screw INTERNAL joints 110(psf) 12" 6^ 6^ 6" 6^ •A11o1(� t�tjp for Terra Cotta Block with Stucco per HTL Test report THREAD 1 C-0 05-31-06. o®e �(i• ••�C, '• ARMOR SCREEN CONCRETE BLOCK(CMU)NOTES: ee �`. Z, S :",� ngineering Review By: GROMMET AND HEMCORD SERIES 2000 a Provide longer fasteners,if required,to allow for thickness of finishes ® `t: �,� ®Ted Gar1 an and ® Np 09814 p HURRICANE PROTECTION such as stucco, plaster,siding,etc. b e �.AssvLlu:us,LLC e o r ARMOR SCREEN,Inc. m • Cc�cale nt Audv"trnNnn p. NOTES: 27502 2744 Hillsboro Road a o^�: " �Aur Godfrey Rd.Supe West Palm Beach,FL 33405 .(1}2 Anchors per Cleat. 104 (561)841-8690 www.armorscreen.com ® • TA tom,/ ( alaml Beach.FL 33140 m� n�o6areeel sY' �q (305)088-4707 Dale: 10!23107 Rev.Date: 10/11/10 Rev.Dale: 04123115 ®� ••. In• fir• 'rwwAproduc apprwal.com S-10: Not to Scale Page: 16 of 19 ed "°.". °^• til' 6S SOLID GROUTED (CMU) -%" AND 3/" 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 46" to 76^ to 100"1 to 124^ to 148" to 168" to 192" Y."DIA.TAPCON 1 30(psf) 12' 12" 12" 12" 12" 30 s SG Y"ASTM 304-31 (P 12^ 12" 12" 12" 12" 12" 12" shall be in 40 so SS THREADED 3Y" (INSTALL PER (P '/ 12" 12" 12" 6" 6" shailbe 40(Psfl 12" 12" 12" 12" 12" 12" 12" MANUFACTURER'S face shell, „ OD IN EPDXY 2 Y 60(Psfl 12" 12" 6" 6" 6" /SS COUPLER In face 12" 60(P$fl 12" 12" 12" 12" 12" 12" 12" INSTRUCTIONS) not (INSTALLPER AND EYEBOLT hell,not MIAMI-DADE NOA mortar 90(psf) 12" 6" 6" — — INSTALL PER mortar 90s NO.11.0516.01) joints ANUFACTUREMS (P 12' 12" 12" 12" 12" s` 6" 110(psf) 1z" 6^ 6" — — INSTRUCTIONS) joints 110(psf) 12" 12" 12" 12" 6" 6• 6" 2Y4'-'—_ 30(Psfl 12" 12" 12' 12" s" 2 Y2" 30 s Y'DIA.x 1%; - --40-(psf)— — �- (P fl 24" 24" 24" 24" 24" 24" 24- 410 SS TAPCON shall be In 12 12" -12°— - 6°-- - 6" %-DIA-- - shall--be -40-40 244- 24"_ 24" 24° 24" 24" 24" (INSTALL PER face,not 2 Y2' 60 s POWERS In face _ 112- _MANUFACTURER'S (P fl 12" 12" 6" 6" 6" WEDGE BOLT shell, 4" 60(psf) 18" 18" 18" 18" 18" 18"INSTRUCTIONS mortar 90 S — — (LDT)410 sSnot(P ') 12" 6" 6" (spacing per test 404 joints dated 12-7-07) mortar90(psf) 12" 12" 12" 12" 6" 6' 110(psf) 12^ 6^ s^ — — joints 110(psf) 12" 12" 12" 6" 6" 6" 30(psf) 12" 12" 6" s" 6" W 30(psf) 12" 12" 12" 12" 12" 12" Y.`DIA.410 SS 13/4" ❑ HOLLOW ETCIA R 1 4 V POWERS 40(P$fl 12" 12" 6" 6" W shall be 40(Pst) 12" 12" 12" 6" 6" 6" 6" shall be in � DROP-IN ❑ WEDGE BOLT 3 " in face Hface,not 3 Y4 60(psf) 12• 6^ 6^ — — ANCHOR �� 60 s (INSTALL PER � rJ Y" (pso 12" 12" 6" 6" 6" 6" 6- = MANUFACTURER'S mortar (INSTALL hell,AOI — — 90 S — ❑ MANUFACTURERS mortar 90 SA 0 INSTRUCTIONS) joints (P fl 6" 6" — — J INSTRUCTIONS) (P fl 12" 6" 6" 6" — 110(psf) 6" 6" — — — Joints 110(PSO 12" 6" 6" — — — -- 0 CONFAST 5 30(Psfl 12' 12• 12" 12" 12" shalt' 30(Psf) 12" 12" 12" 12" 6" s" 6" 0 HURRICANE 1 �„ %" DIA.CALK-IN 40(psf) 12" 12" 12" 6" 6" 6" 6" O SHUTTER 40(psf) 12° 12" 12• 12" 12" ANCHOR 410 S In face � INSERT shall be in ANCHOR W/A" face,not 4" 60 $ (INSTALL PER shell, 5 y" 60(psf) 12" 12" 6" 6" 6" 6" — ANCHOR INTERNAL (P fl 12" 12^ 12" 12" 6" MANUFACTURER'S mortar INSTRUCTIONS) Ot 90(psf) 12" s" s" 6" — — THREAD 90(Psfl mortar " (spacing per test 1OIniS 12" 12" 6" 6" 6joints 110(Psf) 12" 6" 6" — — — — #01 dated 2 8-08 110(psf) 12" 6" 6" 6" 6" 1 a4" 30(psf) 24^ 24" 24" 24" 24" 24" 24" 30(psf) 12" 12" 12" 12" 6. %" POWERS shall be 40(P$fl 24" 24" 24" 24" 24" 24" 24" Y,'DIA.-20 �" 40(psf) MUSHROOM in face CALK-IN shall be in '/ (P ) 12" 12" 12" s" 8" SPIKE shell, 4" 60(psf) 18" 18" 18" 18" 18" 18" 18" ANCHOR face,not 37" 60 $ 12" (SPACING PER TEST not INSTALL PER 2 (P fl 12" 6" 6" 6" Iron DATED 90 Sf ( (P ) 12" 12" 12" 12" 12" 6" 61 MANUFACTURER'S mortar nz-1mv( mortar INSTRUCTIONS) joints 90(Psfl 12" 6" 6" — — joints 110(psf) 12" 12" 6" 110(psf) i2• 6" s" — — SOLID GROUTED CMU NOTES: 2 30(psf) 12" 12" s" 6" 6" 0 Spacing QdBfasteners used in testing are shown at spacing used in tests y,•ELCO shall be In 40(psfl 12" 6" s" 6" — e S�1 or r fasteners calculated with SF=3 min. 41OCRET FLEX face,not 2 y" 60(psf) 12" 6" 6^ — — X00!`®©• �i ®ago mortar joints 90(psf) 1 6" 6^ — — —_ ° •e ARMOR SCREEN e No 09814 ng Sedng Review By: GROMMET AND HEMCORD SERIES 2000 110(psf) 6" 6" — — — a• ;V'enBerman and HURRICANE PROTECTION AZclales.LLC SOLID GROUTED CMU NOTES: 2 e ARMOR SCREEN,Inc. e " W*G4:or Aull.mizatim 27502 2744 Hillsboro Road e Provide longer fasteners, if required, to allow for thickness of finishes "� _ Godfrey Rd.Suite West Palm Beach,FL 33405 such as stuccolaster, siding, etc. • � �,f� 0 104 (561)841-8690 www.artnoracreen.com P 9, -t> °.• f - Beach.FL 33140 ®P• •°iii^ EI-^"6'"• O� (305)668.4707 Date; 10/23/07 Rev.Date: 10!11110 Rev.Dale: 04/23/15 Bp uvam a° u� A.0produclapproval.com Scale: Not to Scale Page: 17 of 19 �°g«"e�a�linaaae0e - METAL -Y411-N811 TABLE 8 ANCHOR SPACING Anchor Min. Min. Pressure — Span 30(psf) 6" 3" 3- 3- — — — *Minimum 3 pitch shall extend past metal substrate. SELF-TAPPING 60(pso — — — — — — — *3"Spacing only valid with C-Channel&FJrack mounting. Grommet SCREWS 110(pso — — — — — — o Rivet-nuts shall be installed as per manufacturer's instructions SELF-TAPPING 40(pso W 6" 61 6P 6" W 6" * Self drilling screws into 18 gage metal studs shall be through C-Channel SCREWS — with threads into metal studs. (spacing per - - SCREWS 90(pso IT IT IT IT IT 6- 6 INTERNALLY 3' 3. 3" IR '.jA -7' C I-V16- mw 6. SCREWS 6" 3' T' 3- — Minimum Thread Engagement 30(psf) 12" IT 12" IT IT 6" 67 MINIMUM BOLT ENGAGEMENT IN RIVET-NUTS COUPLER INTERNALLY ex 40 a-LY.LS EnkiWj Review BY: GROMMET AND HEMCCIRD SERIES 2000 HURRICANE PROTECTION 4L j.,sor.Zns,LLC ARMOR SCREEN,I= 2744 Hillsboro Road 60 W Rd.suite West Palm Beach,FL 33405 104 -W90 www.—orscreen.com (561)841 8III L 33140 rold)uclappioval.com Scala: Not to scale I Page: 19 Of 19 ,