505 BEACH AVE - RES20-0166 1 OF 2 Z-- 2--L� z-3— z' 30 — 33
ARMOR SCREEN GROMMET AND HEMCORD SERIES 2000 HURRICANE PROTECTION
GENERAL NOTES: INSTALLATION NOTES:
•This Flexible Wind AbatemenU 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 •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 •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 •All Aluminum Extrusions to be minimum 6063-T6 oras indicated.
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.
•Has been tested for resistance to burning,smoke,ignition,temperature and weathering: •Anchor embedment shall be in face shell not mortar joints.
ASTM C158,ASTM D 635-C1,ASTM D 638,ASTM D 1929 and ASTM G 155. •Drop-In and Calk-In Anchors shall be 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 soiid 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.
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.
•Product Marking: A permanent label shall be fixed to the screen barrier with the following 'The minimum engagement of the eyebolt into the anchor is at least �3 of the threaded
statement:"Armor Screen Corporation,West Palm Beach, FL,Testing Standards, Current length tofo the fastener. For a re diameter drop-in anchor the thread length is /6"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. Job 6176050". is 9/6". The minimum engagement length for a %6"eyebolt is 7/46"and for a Y4"bolt 5/6".
•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
•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 •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
Thickness (ASTM D5199) 20 MIL. All Geopitlt11~W ti Screen assembly details depicted within these drawings are typical for the
Wide Width Elongation (ASTM D4595) 22 x 21% inst •�i.v.�:J I`ji Ein dlbatoment and impact system only. All other building components shown
Apparent Opening Size 30 US STD Sieve IL,- ' °as.. •'i''t samples and not constructed by the screen company.
Percentage of Open Area 5% •:/.4. , L� S�z°J s ARMOR SCREEN
LIMITATIONS OF USE: � • No 09814
°°•6^rtgleeoring Review By: GROMMET AND HEMCORD SERIES 2000
Maximum Span 192 Inches Hemcord $; +a Nrannnn:mi HURRICANE PROTECTION
n: dales.i.r.c
148 Inches Grommet • ...NiclR,ofAi111106 atG-n rr ARMOR SCREEN.Inc.
�
. 2744 2744 Hillsboro Road
Maximum Non-Span Unlimited, Utilizing side overlapping details, page 8 2odfr
Maximum Design Pressure +110 /-110 PSF :r _ ii"E II'. '04 Rd.Suite West Palm Beach.FL 33405
g 0.^., (561)841.889"0,r www.armorscreen.com
• The design pressure may be increased 5%for negative loads. ••• er 7,�` �''; 1 axach,FL 33i4o Date_10/23/0�ev.Dale:10/11/10 Re i.Date:12/18/2017
�` (305)666-4707
• Span equals the distance between the primary rows of fasteners or grommets. �, ;•°o,,,,;^. 0. NItelw.nproduclo°pmvorcom Scale:Not to Scale age:1 0119
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1.5"-2 Sided Screen
1.0"-3 Sided Screen #2 Nickel Plated Brass Grommet ,
rá
m1.0" IJRANE / 1.- 1.619 t.014 --.I
14110.110
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Welded Hemcord with Stitching Detail
Grommet with Stitching Detail Stitching Detail Cril .
Stitching Detail - Hemcord Dia.: 5/6”
- Support Edge, Trifold Seam around 4" Polypro we•bing - Sewing includes 2 rows, Double Lock Stitch, .'
- Sewing includes 2 rows, Double Lock Stitch, of Ane Anefil Nylon T135 Bonded Thread or equal. Same as above extrusion
Nylon T135 bonded thread or equal. - Reinforced welded hemcord includes a 2" tr,e .
-Grommetted through seam. 'olypro Seam sewn over the weld. I, 2.240 I
10.120
0.164
0.768 I_
I. ! 00.852
00.05565
0.7n tz6' /
12"07 18" f 2.307_ -1
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o C/
Anchor (3)4
0 TseSpacing . 1 �;rI T
' r
0.38 '0.263
8 I ® 0. 64
Set Screw Se
. 1 Screw
® C-Channel
10" Segmented Alloy: 6063-T6 Aluminum
Keyhole Slot in Keyhole Slot in C-Channel 5" Segmented NOTE: Heavier alternate extrusion may be used.
Continuous Segmented C-Channel Alloy: 6063-T6 C-Channel
tiiikii0
C-Channel Aluminum Alloy: 606T� °see/
NOTES: Alumi�B�Ca .��ORD / C-CHANNEL
• The length of the segmented C-Channel is governed by the strength of the v�G "f= _-$1:.'
-v-• ARMOR SCREEN
fabric to C-Channel connection, not the hardware attachment to the C-Channel. No 0981 a Englbaerlr>Q�tevlew By: I GROMMET AND HEMCORD SERIES 2000
irdifrre}rn:mU HURRICANE PROTECTION
• When a Keyhole Slot or washer is used on continuous C-Channel, a set screw— 'h: A,moclolw:.LLC ARMOR SCREEN.Inc.
through the channel and into the substrate is required to lock inplace. ''"''''r ""-i'k"''�''
g q - , • 2744 Hillsboro Road
• For Anchor Spacing, see Anchor Tables on pages 14 - 19. ''�: .• S• Rd.Sulle West Palm Beach,FL 33405
- -•' (561)841.8890 www.armorscroon.corn
• A%" TEK Screw maybe used to secure the C-Channel end to limit screen :�,n ' f• _ 1L931ao
Y4" ♦ S ,. >t'• ,•� .�lrf 00.4707 Date: 10/23/07 Rev.Date: 10/11/10 Rev.Date:
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•
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Edge i , Edge . • •'a. •• irlEdge • . 5 v
Distance 4 ° y Distance i.' . :, s N, Distance ,•` , ' y �
° °
- '- Finish - '- Finish - '- Finish • r o
E rrbedment Thickness E mbednent Thickness Embedme nt Thickness a
MINN
Edge Dist ce Edge Dist. ce
Grommet Grommet Grommet Grommet Grommet
Direct Mount F-Track 6063-T6 F-Track 6063-T6 Angle Aluminum Studded / Studless Angle F-Track
Anchoring Detail Anchoring Detail (1", 2", and 3" Minimum .125" x 6063-T6 Minimum .125"x 6063-T6
Build-Out) Anchoring Detail orin. .- :'
Anchoring Detail Embedment
'4w.. .;i, Embedment Facing
egx'.,11. 7 _. •
r...Y Lti k'• II 4111111111111111111110I \ I • • , •
>� Edge ' /tuua1N ttnl ti._ '11111111
.
yr tX �°� ..� Distance Brick Stone or any
�;�� 1);;J0 : . .. Non-S uctural Facing r y
All';' 4".. - Finish j C ". . i 1 ,°)
Embedment Thickness I.. '` L ?`
tttullllftl Uti tllitliSt111!Rt►ttlltlttttgl ! . 'y
CMU and Terracottas
Block Epoxy Anchor � •
's
Grommet
see Table 5, page 16 s ;:. .., f .
/' Eye Lag A ... ..:,,."•,:..,,.,. : .;.:. ; ,. •
for anchoring details Anchoring Detail <rrntu utt,ut ' Tt1f :
z - ZZ_ Z 3 - z, l 3d — 33
MAX SPAN:148"for Grommets
or 192"for Hemcord
____, N., [
Direct Mount
♦♦♦♦♦♦♦♦
Columns �..♦♦♦♦♦
Plan View �♦�♦�.�♦�♦�♦�♦���
Direct Mount 1111 zQ ♦♦�♦�♦�♦�♦�♦�♦��
Typical Window0 0 ♦.
Plan View 1 ♦♦♦♦♦♦♦♦♦`♦♦♦.♦
.♦♦♦♦♦♦♦
o O �♦.♦♦♦♦♦♦.♦♦♦♦♦� O
i., 't.-... ______ .. . ... 0 .
_
F-Track ♦�♦♦♦♦.♦♦♦♦♦`♦♦�,
Typical Window
0 ♦♦♦♦♦♦♦.+ 0
Plan View ..♦♦♦♦♦♦♦♦♦♦♦♦♦♦
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HORIZONTAL INSTALLATION
C-Channel OTE: (Span Sides=Welded Searr)
Maximum Span 192" ypical screen anchor attachment may be grommet, continuous C-Channel,
Typical Window segmented C-Channel or any combination.
Plan View
Load
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F, 1 •` —• • ,� ARMOR SCREEN
_ �!O 0929 4 g y GROMMET AND HEMCORO SERIES 2000
dQ Ai Eit Rin and 8
C-Channel e {� •"= ext(culls, LC HURRICANE PROTECTION
Maximum Span 192" ly-3ssuclaws,LLC
—0• •4:.zo,t,ut Audiadaeion 4 ARMOR SCREEN,Inc.
Column Mount / /` F7502 2744 Hillsboro Road
t.Plan View m a • dhurGodfrey Rd.Suile West Palm Beach,FL 33405
*". h' w 104 (561)541-0090 www.armorscreen.com
oa' .h.•, � O�A�mlBeech Fl.33140 Date: 10/23/07 IRev.Date: 10/11/10'Rev.Date: 12/18/20'7
So,`` (305)668-4707
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9885366611BWO
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TABLE D-1.1 TABLE D-1.2
_ _ Grommet- Hemcord Series 2000 Deflection Table _ Grommet___ !_Hemcord Storm Bar
Span Span Deflection in inches Sturm Bar Span/ r r l
in feet in inches 30 psf 40 psf 50 psf 60 psf 70 psf 90 psf 110 psf Length 4' I 5 I 6' 8' 10' I 12'
2 ft. 24 2.0 2.1 2.3 2.5 2.6 3.0 3.4 Max.PSF PER TABLE 01.1 f
3 ft. 36 3.0 3.2 3.4 3.8 4.0 4.6 5.1 Deflection PER TABLE 01.1
Oft 48 3.9 43 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.Tube
6 ft. 4 in. 76 6.2 6.8 7.1 8.0 8.4 9.7 10.8 2"X 6"X Y8" 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 Y4" 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 6061-T6
11ft 4 in. 136 11.2 12.1 12.8 14.3 15.0 17.3 19.3
12 ft. 4 in. 148 12.1 13.2 13.7 15.5 16.3 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. 168 138 15.0 15.8 176 18.5 21.3 23.9
15 ft. 180 14.8 16.0 16.9 18.9 _19.8 22.9 25.6
16 ft. 192 15.7 17.1 18.0 20.2 21.2 24.4 27.3
NOTE: Deflection is the minimum glass separation measured at mid span of the screen and subject to rational analysis Rh =W"L/2
_ Rv=W'(L^2)/(DEFLECTFON)
li SCREEN REACTIONS FOR PRESSURE AND SPAN TENSION=(Rh^2 • Rv^2)^0.5
_ Span
Load 2 ft. 3 ft. 4 ft. 5 ft. 6 ft. 7 ft. 8 ft. 9 ft. 10 ft. 11 ft. 12 ft. 13 ft. 14 ft. 15 ft. 16 ft. Rv '
(psf) 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 I 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 1 471.1 516.1 565.7 595.1 639.1 684.1 733.8
40 Rh 40.0 60.0 80.0 100.0 126.7 146.7 166.7 186 7 206.7 226.7 246 7 260.0 280 0 300.0 1320.0 t
Rv 114.3 168 8 3 283.0 353.9 413.6 468 1 522.6 582 4 636.9 691 4 .729.5 784.0 843.8 1898.3 Span - Deflection C i
• 60.0 90.0 1120.0 50 0 190.0 220.0 250 0 280.0 310.0 340.0 370.0 390 0 420.0 450.0 480.0
60 Pressure PSF
_ _R 144.0 213.2 1288.0 :57 1 451.2 526 0 595.2 664.3 739.2 808.3 883.2 927.5 1002.3 1071 4 1140.6
e 70.0 105 0 •1.1 175.0 221.7 256 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 5 703.5 714.1 778.6 928.6 980 4 1055.4 1130.4 1205.4
Rh 90.0 135 0 180.0 225.0285-0 330 0 375 0 420.0 465.0 510.0 555.0 585.0 630.0 675.0 720.0 1 - Rh
90 Rv 180.0 264.1 354.1 444.1 558.2 648.2 738.2 828 2 918.2 1002.3 1092.3 1152.3 1242.3 1326.4 1416.4
_
Rv
110 _Rh-110.0 165 0 220.0 275.0 384..3 403.3 458.3 513.3 5_68.3 623.3 678.3 715.0 770.0 1825.0 880.0
Rv 194.1 291.2 388.2 485 3 612.8 709.9 806.9 904.0 1001.1 1098.1 1195.2 1256 111353.1 1450.2 1547.3
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NOTES. 1�•°o�e®�9r' N'8FLECTION TABLES
1. Deflections are delivered from test results. �� •-•�‘ P•\' t ARMOR SCREEN
2. Reaction Rh can be positive(towards structure)or negative(away from structure). No 09814 •� nglrindng Review By: GROMMET AND HEMCORD SERIES 2000
3. Rv is always tension as shown. * . ` ef11en G1"rl HURRICANE PROTECTION
AsZclaies,LLC
SCREEN,Inc.
�, i Jy¢ H�oi nuu,wital,rr A 2744 iisboro Road
a i�• Lee Godfrey Rd.Sete West Palm Beach,FL 33405
O• 104 (561)841-8890 www.armorscreen.com
d '. AN,• t'1.0,114111 Beach,FL 33140
Fs . ,.[,,�... ,4„''4. . ,^\ 0%(305)068-4707 Date: 10/23/07 IRev.Dale: 10/11/10!Rev.Date:12/18/17
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Z- Zz L3 - 2 30 - 33
WOOD SYP #2 -%4" 5/6" 3/8" %2" TABLE 7 ANCHOR SPACING
Min. Min. Pressure I Span I Min. Min. Pressure — Span
Anchor —"—— — — Anchor
Embed. E.D. (Psf) to 48" to 76" to 100" to 124" to 148'1 Embed. E.D. (psi) to 48" to 76" to 100"J to 124" to 148" to 168" to 192"
/,"DIA 30(psi) 12" 12" 12" 6" 6'
30(psi) 12" 12" 12" 12" 6" 6" s•
PA 40(psf) 12" 12" 6" (i" 6"
(INSTALLTALL PER
ER Cy X"DIA.SS 40(psf) 12" 12"_ 12" 6" 6" 6" 6"
MANUFACTURER'S ix,.
�" 60(psf) 12" 6" 6" 6" --- tt LAG SCREWS 1 Yi"Ink)
OR EYE LAG, 2" stud or (psf) 12" 12" 6" 6" 6"
INSTRUCTIONS) a. 60s -
(VALUES PER 90(psf) 6" I 6" - - - I y
NDS FOR WOOD OR HANGER lintel 90 Sf
(P ) 12" 6"
*'�''' TION)
- : 110(psf) 6" 6„ BOLT
0 O
- - 110(psf) 6„ 6'
--- -
a 30(psf) 12" 12" 12" 6" 6" O - ,
} r•Dw.xiY•ss 1
co
TANUF s 60(psf \ 12 6" 6" 6" 6' LAG SCREW 40(psf) 12" 12" 12" 12" 6" 6 - 6"'
12" 12" 6" 6'
O (INSTALL PER )
MANUFACTURER'S 3 A"DIA.SS (psf) 12" 12" 12"
(C3___,1
NSTRUCTIONS) 1 3 yt 1 Y2 into 60 Sf
VALUES PER 9 psf) 6" 6" - - - OR LAG '3" —
Ds FOR WooD ANCHOR OR stud or (P 12" 12" 6" 6 6" 6"
CONSTRUCTION) 110(psf) 6" 6" - - - HANGER lintel 90(psf) 12" 6"
BOLT `---- -- ---'---------.__.
30(psf) 12" 12" 12" 6" 6" 1 110(psf) 12" 6" 6" -
Y4-DIA.SS 40(psf) 12" 12" 6" 6" 6"
LAG SCREWS 1 30(Psi) 12" 12" 12" 12" 12" 12" 12"
OR EYE LAG 2" into stud 60(psf) 12" 12" 6" 6" -- )V SS 40(psf} 12" 12" 12" 12" 12" 12_ 6"
OR HANGER or lintelLAG SCREW 2"into
BOLT 90(psf) 6' 6" -- _ - OR LAG •3" side 60(psf) 12" 12' 12" 6" 6" 6" 6'
ANCHOR OR )
110(psf) 6" ( 6" - grain HANGER 9 90(psf) 12" 12" 6" 6" 6" 6.' 6"
30(psf) 12" 12" 12" 6" —671 BOLT
110(psf) —
e"DIA.SS 40(psf) 12" 12" 12 6" 6" r--
LAG SCREWS 1/"
OR EYE LAG 2" into stud 60(psf) 12" 6" 6" 6" -
OR HANGER or lintel 90(psf) _
BOLT (P ) 6" 6" 6" - -
110(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
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• ' `a ARMOR SCREEN
*" 4nIrricigring Review By: GROMMET AND HEMCORD SERIES 2000
: I"'ferns'''"{ HURRICANE PROTECTION
y °-SSIWCIates,LLC HURRICANE_..- _�--_. -
P.•e "0..-V" E .1 •;:y�.-«4.m Autnoaiarion li ARMOR SCREEN,Inc.
/,i ,� _ ,7
,04 2744 Hillsboro Road
0 •. !� � Godfr Rd.Suite West Palm Beach,FL 33405
eem ...•4 0 , $ p7 r tater (561)0418890 www.arm®ceorcom
4,0 fl •••.• IV. lamieeacn,FL33140
?1,,S ° � (305)BBe-4707 Dale: 10/23/07 (Rev.Dale: 10111/101Rev.Date: 04/23/15fr1
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