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Product Approval Menu>Product or Application Search>Application List>Application Detail
Of: E FL# FL14110-R4
SECRETARY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Hurricane Products Inc.
Address/Phone/Email 4643 73rd st e
Bradenton, FL 34203
(866) 568-3520
admin@ezmaxfl.com
Authorized Signature Robert DeBoth
admin@ezmaxfl.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Fabric Storm Panel
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 the David G. Karins
Evaluation Report
Florida License PE-52677
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL14110 R4 COI Certificate of Indoedgnce.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
TAS 201-94 2010
TAS 202-94 2010
TAS 203-94 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/16/2017
Date Validated 08/17/2017
Date Pending FBC Approval 08/24/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
14110.1 EZ Screen Max EZ Screen Max-20 mil 100%Polypropylene mesh fabric storm
panel.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14110 R4 II EZScreen Installation Instructions i.pdf
Approved for use outside HVHZ:Yes FL14110 R4 II EZScreen Installation Instructions 2.pdf
Impact Resistant:Yes Verified By: Architectural Testing,Inc. -Florida
Design Pressure: +60/-60 Created by Independent Third Party: Yes
Other:Glass separation is required for Wind Zone 4 and all Evaluation Reports
wind zones for essential facilities. See Installation Drawings for FL14110 R4 AE EZScreen Evaluation Reoort.pdf
separation requirements. Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1624
The State of Florida is an AA/EEO employer.Qo yri ht 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 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:
® goo
Credit Card
Safe
OPTIONAL COURTESY PRODUCT LABEL:
STRAPS OR GROMMET STa:: - =4,A E
0 TOP AND/ OR BOTTOM ■'NOTE: OVERLAP DETAIL IS OPTIONAL 2'324 521 :e ]Irk Casl U)
3'.iaalo,, , -:'03 N
SCREEN MAY BE SINGLE OR MULTI-PANEL THS R(..:: SFaII RF IA'STALLED ANO JSED CAL(AS INTE\CEG 0
----------- -------- fR 'F- InSIALAII0:I INETRUCT.OIE. TRIS PRCDUCT DOES VCT
ittt 1511' UI925, a5 f _64,AS-C C2613.AETIa D °, 4sJA IEC, 0
STRAP & BRACKET O v
o r DR-S N C15, A`11 075=6.A5-'J D256 Of w o
MIN. N MIL u?m a TES_STF`fihFDi: iAS iUl. ",:.h1, AS 20;•, "s1 E:3 i-C2 Z v � w
3 I POLYPROPYLENE SCREEN O m N ?PMN^ { Q �" �` a
STRAP & BUCKLE I < z u
itN 7; K-T =11CeE UEE_ V—a h 0
70' MAXIMUM ON CENTER
o o o =
STRAP & BUCKLE "z C-4 = H
o F > GROMMET SPACING TABLE
N
~ m 60 PSF p
z OVERLAP W SPACING SHEAR REACTION
I ONE SPACE h - 7.O.C. 309
E'- 7 O.C. 280 U
3 GROMMET ( t 8 O.C. 260
-----------------------------------------
Ea
--------------- i 2'-0to'O.C. 300
0' 12 O.C. 300
J? R 6 14"O.C. 298
U
' 3 GROMMET 2' THERMO-SEALED POLYPROPYLENE WEBBING a N NOTE: GROMMETS SHALL NOT BE USED
FRONT AND BACK PERIMETER OF SCREEN
zx Li IN TRAP MOUNT CONFIGURATIONS
a LOADS ARE PER FASTENER
-------------------------------
0
Z
1', TYPICAL AT EDGE W w O
17'-8' or W (CLEAR SPAN) w w
U
NOTE:
-FASTENING OF SCREEN SHALL BE GROMMETS, STRAP & Z Z�T/3
BUCTYP. EXTERIOR ELEVATION ONETYPEOF CONNECT ON IS PERMITTECKET, OR ANY D SONE ONLY LLI w ULJ
Z
w�Z
SCALE: N.T.S. 1 —CONNECTION WRAPS OF SUPPORT POST ARE PERMITTED. U a Q O
GENERAL NOTES. -ONLY BUCKLES CAN BE PLACED ON OPPOSITE SIDE ON N 2
RICH
I.CUSTOM HURANE PRODUCTS'EZ-SCREENS MAX'HASBEEN DESIGNED ONE SIDE OF SCREEN TO ALLOW FOR EGRESS OF OPENING w w w
AND TESTED IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE-6THOf
EDITION CHAPTER 16 AND TAS 201,20Z AND 203 FOR LARGE MISSILE IMPACT, GLASS SEPARATION+SCREEN DEFLECTION TABLE W10 STORM BARS O= Q
AND MEETS THE NON-POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES W(CLEAR SPAN I 212'192'i 144 1 02'or LE D. Z
2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE LOADS ON STRUCTURE
EZ-SCREENS. SEPARATION DISTANCES BETWEEN 60 PSF
PROTECTED GLAZING PND SCREEN 33.1 31" 28" 25" 22" 15" W N SHM
3.ADEQUACY T(EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS. AT ZONE 4 AND ESSENTIAL BUILDINGS17-8 1097 FT4360Fr
4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES]SHOWN IS ('
MAXIMUM ALLOWABLE WITHOUT SITE-SPECIFIC ENGINEERING.LENGTH IS 16,_0 B69 FT FD
5.SCREEN FABRIC SHALL BE MIN.20-MIL PLOYPROPYLENE•WOVEN USING 138 SCREEN DEFLECTION TABLE WI STORM BARS 2'-0 745 /
POLYESTER THREAD,TANARA THREAD BY GORE WITH MIN.TENSILE BREAKING TEST STRENGTH OF 15 LBS. W OR CLEAR SPAN _E" 528 A/F'f + '-
98' B4" 12" 60" 48' 36" 30" R <
6.GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ,EXCEPT FOR TOTAL DEFLECTION SCREEN
WIND ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES.SEE '1.4''1.4''1.4"•1.4"'1.4"'1.T '1" NOTE: FOR LOADS ON STRUCTURES FOR
DEFLECTION AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES AND STORM BAR SYSTEM NAND PRESSURES LESS THAN 60 PSF,
SEPARATION DISTANCES
VALUES Br THE TABLE MAYBE
ON SHEET i.SCREEN FABRIC SHALL HAVE POROSITY<-10%. ,', "'••'
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO BETWEEN PROTECTED GLAZING 6.1" SJ' S.1' .1' S.1" 5.1' S.1' OBTAINED BY THE FOLLOWING FORMULA:
'EZ-SCREEN'BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS. AND SCREEN AT ZONE 4 and y r
a.MAX.ALLOWABLE DESIGN PRESSURES:+/-60 PSF ESSENTIAL BUILDINGS VALUE FROM TABLE X PRESSURE DESIRED / 60Pse 1-19,2Q
9.SEE SHEET 3 FOR FABRIC SPECIFICATIONS. 'TOTAL DEFLECTION OF THE SYSTEM FOR POSITIVE PRESSURES.GLASS
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9 SEPARATIOM OF 1'!S REQUIRED.
PRODUCT LABEL
I J i C.:51;41 4133�-)h1E fR:Lw-i IS
w I m a 202A 521•, ie Crelt Lq-, cn
v I I N 6raier.-�•. -1 .i�2:3 U
w
c9�i T-Yq FRt".UCI '4U1 FF NC": F:All US=D :MIY dS N1fIr:fO p o
a I I x FER THE IVS i 13"NSTR.CYNS. 'FIS^:�30..;- YiCS N:T p N
as V' L;==T Airl/Il 425,4STI1 E34. isim.:841-A;11: !X35,aaL'A -) O W g
N zoC•-R As GI L,•ASIV P252f,ASTM G2`_h d u o
aLD
MIN. 20 MIL I w T-0'CA 3-1-D R)S.AS'1'. '1 f 252.._AS 203.A'.. Z > z w
I �n -CST S-k Dti,R)5.-6S^.�'. ';c :�2.-�S 203.45741 E33C-•): Z a o ca.�
POLYPROPYLENE SCREEN o Q
Q 13
143,E La3:L
N
#3 GROMMET �. m o
2 = N
FASTENER APPROPRIATE FOR �
I' SUBSTRATE. EMBED/
I I MOUNTING BRACKET p
F2' THERMO-SEALED POLYPROPYLENE WEBBING I, U
FRONT AND BACK PERIMETER OF SCREEN——
I --------------- I PASS STRAP THROUGH
SLOT IN MOUNTING
BRACKET w
z
8'-6'
OPTIONAL COURTESY ADJUSTABLE STRAP
NOTE: TYPICAL 14" O.C. FOR BRACKETS k BUCKLES U.N.O. GROMMET STITCHED TO WEBBING
Z
SEE SHEET 2.1a THRU 2.1f w u
TYP. EXTERIOR ELEVATION n I k
SCALE: N.T.S. 1 CONCRETE, STEEL, Lu =
OR WOOD SUBSTRATE ZZ 1n to
FASTENER APPROPRIATE FOR W�W Z
SUBSTRATE. / / SCREEN FABRICtY Z Z
GENERAL NOTES: �of Ir
a a o
SOU~
1.CUSTOM HURRICANE PRODUCTS'EZSCREENS MAX'HAS BEEN DESIGNED >-
AND N TESTED ACCORDANCE WITH 2017 FLORIDA BUILDING CODE-6TH / PASS STRAP THROUGH =
EDRION CHAPTER 16 AND TAS 201,202.AND 203 FOR LARGE MISSILE IMPACT, / CAM—LOCK BUCK TO /
AND MEETS THE NON-POROUS REQUIREMENTS FOR OUTSIDE THE HIGH 2' THERMO—SEALED REMOVE SAG FROM / d Z
VELOCITY HURRICANE ZONES POLYPROPYLENE SCREEN FABRIC--// co
2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED N THE DESIGN OF THE WEBBING FRONT AND j
EZSCREENS. BACK PERIMETER OF
3.ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS. z
SCREEN
4.UNIT HEIGHT INSTANCE BETWEEN SUPPORTED SIDES)SHOWN IS
MAXIMUM ALLOWABLE WITHOUT SITE-SPECIFIC ENGINEERING.LENGTH IS POLYPROPYLENE SCREEN FABRIC DGK
UNLIMITED.
5.SCREEN FABRIC SHALL BE MIN.20-MIL PLOYPROPVLENE.WOVEN USING 138 VARIES 397
POLYESTER THREAD,TANARA THREAD BY GORE WITH MIN.TENSILE BUCKLE STRAP �� VARIES
BREAKING TEST STRENGTH OF 15 LBS. STITCHED TO FACE OF 08/02/2017
6.WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ,EXCEPT SCREEN FABRIC '
FOR WIND ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES.SEE _
DEFLECTION AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES Ai
ON SHEET 1.SCREEN FABRIC SHALL HAVE POROSITY< ID%. If
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZSCREEN'BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS. MOUNTING SECTION MOUNTING SECTION
8 MAX.ALLOWABLE DESIGN PRESSURES:+/-60 PSF .13 16 2017
9.SEE SHEET 3 FOR FABRIC SPECIFICATIONS. SCALE: 3'=1'-0- SCATS: 3'-1'-0' � 1,2
10,THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC•1709.9
FASTENER APPROPRIATE FOR U)
SUBSTRATE. EMBED/ U g
O �
O v
Of w o
o 0- < o
Uj W
W Z 9 4 Z
Q .c v
N� � ypZ1
Li
o O "z
W S
S S 2.5002.500" 2.500" 1 cn
~ Sz
c�
U
z 2
0
TRAP MOUNT SHALL BE VERTICAL � o
W/ EDGES AGAINST THE 01.625" n
O
STRUCTURE ON ALL SIDES. w ai TYp e
00.468" o
c�
00.312' 00.312'
NOTE: TRAP MOUNT IS ACCEPTABLE FOR 0.187 TYP. 0.125• MIN. 0.187 TYP. co
BRACKET ONLY AND NOT FOR ACCEPTABLE MIN, TYP. THICKNESS MIN, TYP. Z z
FOR GROMMETS LW W O
go l
2.500" Lu =
TRAP MOUNT n 0.500- W w wZ z
SCALE: 3"=1'—D" m �2_500_
125' MIN. w r Q z
GENERAL NOTES: 0.500• O o ICKNEss �o 1.CUSTOM HURRICANE PRODUCTS'EZSCREENS MAX'HAS BEEN DESIGNED ^ N�
AND TESTED IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE-6TH n � LLJ
EDITION CHAPTER 16 AND TAS 201,202,AND 203 FOR LARGE MISSILE IMPACT, `"00.468' n
AND MEETS THE NON-POROUS REQUIREMENTS FOR OUTSIDE THE HIGH o o
Z
VELOCITY HURRICANE ZONES o
2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE 1.625' jy
EZ-SCREENS. A
3.ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS. 0.125• MIN.
4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES)SHOWN IS THICKNESS
MAXIMUM ALLOWABLE WITHOUT SITE-SPECIFIC ENGINEERING. LENGTH IS 2'500 DGK
UNLIMITED,
5.SCREEN FABRIC SHALL BE MIN,20-MIL PLOYPROPYLENE,WOVEN USING 136 D6CS-0397
POLYESTER THREAD,TANARA THREAD BY GORE WITH MIN.TENSILE TRUSS CONNECTOR TRUSS CONNECTOR
SIDE VIEW FRONT VIEW �," VARIES
BREAKING TEST STRENGTH OF 15 LBS. 08/02/20"
6.WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ,EXCEPT
...�+..0.?Ull ..
FOR WIND ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES.SEE ,ti,,�,�-e•. _
DEFLECTION AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES MOUNTING SECTION
ON SHEET 1.SCREEN FABRIC SHALL HAVE POROSITY-10%_
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO1 '
'EZ-SCREEN BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS. 9CA1 E 3'=1'-0"
6.MAX.ALLOWABLE DESIGN PRESSURES:+/-60 PSF 11'
9.SEE SHEET 3 FOR FABRIC SPECIFICATIONS 1.3
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9
GENERAL NOTES:
1.CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX'HAS 2'-2" 2�-6 3/4" MAX. 2'-6 3/4" MAX. y_2"
BEEN DESIGNED AND TESTED IN ACCORDANCE WITH 2017
FLORIDA BUILDING CODE-6TH EDITION CHAPTER 16 AND TAS < _ ~
201,202,AND 203 FOR LARGE MISSILE IMPACT,AND MEETS o w r
I � o
THE NON-POROUS REQUIREMENTS FOR OUTSIDE THE HIGH a 5 o75 I "'
VELOCITY HURRICANE ZONES N w •I O c~i
2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE y'' w I I GROMMET, STRAP AND BUCKLE, d w $ o
Dir OR STRAP AND BRACKET. SEE g Q it
DESIGN OF THE EZ-SCREENS to I W v m w
3-ADEQUACY OF EXISTING STRUCTURE SHALL BE m al •I m= I• SHEET 1 AND 1.2 Q w LL v
DETERMINED BY OTHERS. Wa Gloo P > cr
4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES),IN 4 e I m N I U—a,
SHOWN IS MAXIMUM ALLOWABLE WITHOUT SITE-SPECIFIC n N ___———— I w x
ENGINEERING.LENGTH IS UNLIMITED.
5.SCREEN FABRIC SHALL BE MIN.20�9L PLOYPROPYLENE, a ` •I ?p I• _ H m o
WOVEN USING 138 POLYESTER THREAD,TANARA THREAD BY vwiv I <N 2 0
GORE WITH MIN.TENSILE BREAKING TEST STRENGTH OF 15 > z -+ z 1.2 F-
LBS. o ----- ---- —J I-O-------- ---- CA
6.WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE 2" TNERMO-SEALED U
HVHZ,EXCEPT FOR WIND ZONE 4 AND ALL WIND ZONES FOR > N
> POLYPROPYLENE WEBBING FRONT
ESSENTIAL FACILITIES SEE DEFLECTION AND SCREEN o .n w
SEPARATION REQUIREMENTS FOR THESE ZONES ON SHEET 1. I X N N I AND BACK PERIMETER OF SCREEN
TL
SCREEN FABRIC SHALL HAVE POROSITY—10%.
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE n F
ACCORDING TO'EZ-SCREEN'BRACKET TABLE AND FASTENER •I N
MANUFACTURER DIRECTIONS
s.MAX.ALLOWABLE DESIGN PRESSURES: I I
+1-60 PSF •I I•
9,SEE SHEET 3 FOR FABRIC SPECIFICATIONS. L—————————— —————J z
Z
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE = 17'-8" MAXIMUM _ � W O
WITH FDC-1709.9 ~
m
2 ,f STORM-BAR ELEVATION w wZ
SCALE: N.T.S. W J Z Q Z
WALL BEYOND 2x3x.125 6061-T6 ALUMINIUM TUBE U Q U)O
/ IV Of w
RISER 2x2x.125 6061-T6 ALUMINIUM�� w J n
(OPTIONAL FOR ADDITIONAL SEPARATION) O = F
Z
PROVIDE 2'x2"x1/8" ALUMINUM ANGLE STORM-BAR UP TO 8'-0"
ON EACH SIDE OF TUBE RISER DIE (OPTIONAL) n 4" 4"
:. SCALE: 1" = 1" 2. ATTACHMENT OF TUBE TO RISER: SHALL BE CONNECTED WITH
y (2) #Bxt-1/2" PAN HEAD SELF DRILLING SCREWS AND EPDXY
ATTACHMENT OF TUBE TO ANGLE: SHALL BE CONNECTED WITH ATTACHMENT OF TUBE OR RISER TO STRUCTURE: SHALL BE DGK
(2) i8x1-1/2" PAN HEAD SELF DRIWNG SCREWS 1/2"0 x 2-1/8" ANCHOR INSERT WITH (1) 1/4"0 x 1-1/4" — 06CS-0397
ATTACHMENT OF ANGLE TO WOOD OR CONCRETE: SHALL BE TRUSS HEAD MACHINE SCREW. K•'^°
1/2"0 x 2-1/8" ANCHOR INSERT WITH (1) 1/4"0 x 1-1/4" VARIES
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR c�aw.i=-
TRUSS HEAD MACHINE SCREW. 1/g ISOLATING DISSIMILAR METALS ti, .Y. 08/02/2017
ISOLATING DISSIMILAR METALS
CONTRACTOR RESPONSIBLE FOR STORM-BAR SIDE VIEW
SCALE: N.T.S.
GROUND MOUNT DETAIL n STORM-BAR BAR DIE SCALE: 1" 1.4�I
SCALE: N.T.S. I'4
(1)FASTENER
0
(2)FASTENER
-�- BRACKET FASTENER TYPES
O O o
W r
O ?
= z� C?
W Z v W V F � O Y O Cl 0 wL � 0 lr
fn
Z ¢ w ¢ ¢ v !Y W S In W O D H
Z ca» OW (n z � N x Kuj e F- L9 cnm � Um
�K 0InX W o Lu C) O xm W ¢ W � = JZ � _
fY U U W Z Z z ' C7 fh N T W ¢ W co
�. n co =fn a' kr z ¢ ¢ d O W P N W Lu 0 W _
S In U a '- W a } U+n > U)� F- w Z U � Z W
O ry } }W N = W Z } Z F- CO (n W U ' W ¢ O UJ W U g z
g� ,n 0 O O w } fnU 5- x0 � � tr [rz � Q
a. `< � W F- Ox wZ) U DZ � Zw � Z ¢ � N � � v � W COQ W ax 0 W
¢v En 3 � du') ¢ LuZ ¢ W Zw Q ~ O ¢NO ¢ 000 OAF- J
SUBSTRATE MATERIAL SPAN v>rn ¢ g i_ ¢ , v3 U U) a. z O a o m
17'8"
NIA N/A 8" N!A NIA N/A N/A NIA 14" N/A NIA F¢—
i6'-0" NIA WA 8" NIA NIA N/A NIA NIA 14" N/A N/A = uJ 0
STEEL(MIN.0.1875"THICK) 14'-0" NIA NIA 10" NIA NIA NIA NIA NIA 14" NIA NIA w w O
12'-0" NIA NIA 12" N/A NIA NIA WA NIA 14" NIA NIA w J
10'-0" NIA NIA 14" NIA NIA NIA N!A NIA 14" N!A N/A U U
8'-6"OR< N/A NIA 14" NIA NIA NIA N!A NIA 14" N!A NIA cn U)
W W
z o
Lu
J
O
__ LL
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL Karina
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Fngmeenng O
NOTES: Ic Group,Inc. Q_
Fl Cm.of Auth.48371
TAPCON VALUES DETERMINED WITH MIN.1 3J4'EMBEDMENT AND 2 172"EDGE DISTANCE 2017 F+a+n�+1T. 4 w
PANEL MATE VALUES DETERMINED VATH MIN,3"EDGE DISTANCE 8 EMBEDMENT OF 1314'CONC_1.114'CMU,1-778"WOOD s°`uoy'R
19411 7.t523iFufMljtzLa�s K
-SAMMY OTS SHALL BE INTO MINIMUM OF 1r4-STEEL 194 cW23.'F. a
-DESIGN SAFETY FACTOR 4.1 FL.R*.1.69n t 12477
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED V4 TURN PAST SNUG OR AS DIRECTED BY MANUF.TO PREVENT C9
SLIPPAGE 'r' _
-FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF YIZ IN DEPTH. gTr r N
"ADDITIONAL PENETRATION REQUIRED.USE SSC 2 114 &;� .a} W
W
LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM I V2'EDGE DISTANCE AND MINIMUM 6'END DISTANCE. (1. "�!.
PREDRILL REQUIRED. ,`=�;!lJJ.11 r
i
(1)FASTENER
O
(2)FASTENER
�- BRACKET FASTENER TYPES
O Oo
w 0
G oz -0
ui
S Z ui M W
N W _ - p o p X p m ~ W
w z v F F w O n O w W 0 I
Z Uri Uw V ZOf � X X cr� 61 rnLU :D Vin
of Uwx W o wo U x W m ¢ w _
� U � O w �Z � z � z � z � � W M � ��F- W ¢w In
Z>Cn = cn it �_� Q � ¢ 4a 07w HNW F-
= cn a O a w a # 0v > V) F � wz cn�Z W
ZON } N � w � Qry 2Wp OQa ZOO to to VZ W � �Wui U) z
Q 0 ¢<no v v=¢ F- 77
XZw rn0 ANO ¢ 000 Oo F- J
SUBSTRATE MATERIAL SPAN <n <v < �I- a z U a p F m
r ¢ H ¢
1T-8" 8" 7" N/A NIA 14" 14" 14" N/A NIA 14" N/A H
16'-0" 8" 7" N/A N/A 14' 14" 14" N/A N!A 14" NIA = W 0
2000 PSI CONCRETE 14'-0" 10' 8" N/A NIA 14' 14' 14" NIA NIA 14" NIA
LU
12'-0" 12" 9" N/A N/A 14" 14" 14" NIA NIA 14" N!A w 1
10'-0" 14" 10" N/A NIA 14" 14" 14" NIA N/A 14" N/q U � z
8'6"OR< 14" 12" NIA N!A 14" 14' 14" N/A N!A 14" N/A co U)
U-1 w
w
J
O
W
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL Kariny }
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Ic Enginccring O
NOTES Group,Inc.
rL Cm"r n.n 99371 r
-TAPCON VALUES DETERMINED WITH MIN.1314'EMBEDMENT AND 2 1f2'EDGE DISTANCE ?ail Fn�.Dn•.,'ti,ma w
PANELMATE VALUES DETERMINED WITH MIN.3'EDGE DISTANCE B EMBEDMENT OF I-3+4"CONC.,1-V4"CMU,1-7i8"WOOD S."Fr34;31
((w1)d.L7J5;S:P�f94 F)927-8075
-SAMMY DTS SHALL BE INTO MINIMUM OF 114"STEEL b;.;d'q rsaaa,Pe a
-DESIGN SAFETY FACTOR 4:1 'U:Rgey.�ia w 5M77
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED 1+4 TURN PAST SNUG OR AS DIRECTED BY MANUF.TO PREVENT .O
SLIPPAGE
-FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 1112'tN DEPTH. z _ _ _ CV
-ADDITIONAL PENETRATION REQUIRED.USE SSC 2 V4 W
W
liUG I6 201% W
LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 1+Z"EDGE DISTANCE AND MINIMUM 6'END DISTANCE -
PREDRILL REQUIRED.
�.s u.
(1)FASTENER
0
(2)FASTENER
-�—�- BRACKET FASTENER TYPES
O O W o
K
zzLu r
N W m r W
Q 0 w c ¢ a vLu i;;5 w x m w O o
Z (.) ['J U W (n Z N K T2 X H L9 <n T2 N C V m
OC U W X W O W O U x °� r j W Q W _ w Z _
W Q—. Z Z Z `- Lu Z O W M N r F— W Q W Cn
�co cn u Q a Q O W I— W W U
_ co = � U v � � � d. � W !L � } U u7 J to�> F-- � W Z (n �Z W
OzN }c ywm � N = wo z � } z � � cncnw cn w Q c, m Z
o O O w rcnU > U
a- �� � :3 00x � � U � O= w � � ¢ � � � � v � w r V Q W a = _U W
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SUBSTRATE MATERIAL SPAN .n<n � Q g � a W cn U cn I— a z U a 0 DO
<
17'-8" 10" 10" NIA NIA 14" 14' 14" 14" NIA 14" 10" F¢—
16'-0" 12" 12" NIA NIA 14" 14" 14" 14" NIA 14" 12" = W C)
3000 PSI CONCRETE 14'-0" 14" 14" NIA N/A 14" 14" 14" 14" NIA 14" 14"
12'-0" 14" 14" N!A N/A 14" 14" 14" 14" NIA 14" 14" w
10'-0" 14" 14" NIA N/A 14" 14" 14" 14" N/A 14" 14" U
8'6"OR< 14" 14" NIA NIA 14" 14" 14" 14" N/A 14" 14" U) ILL
U)
w w
W �
J
O
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIALKarim }
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD E:ngineenng p
NOTES:
Groupjnc. 0-
�i C—ofWh 11311 �-
-TAPCON VALUES DETERMINED WITH MIN.13/4'EMBEDMENT AND 2 12'EDGE DISTANCE 2017 t;<.1.>h;..,S-4 w
-PANELMATE VALUES DETERMINED WITH MIN.3"EDGE DISTANCE B EMBEDMENT OF 1-N4"CONC..1-1r4'CMU,1-718"WOOD Sv LC FL}4133
SAMMY DTS SHALL BE INTO MINIMUM OF 174"STEEL (9411;)AMI;F.x.(942 527-9015 ac
n.eie C;KRuoq PE
-DESIGN SAFETY FACTOR 4:1 rl.g'epe�#72.17
•ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED V4 TURN PAST SNUG OR AS DIRECTED BY MANUF.TO PREVENT 7 vv
SLIPPAGE
•FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-12"IN DEPTH_ N
W
iI GF w
"ADDRK)NAL PENETRATION REQUIRED. USE SSC 2174 '33" :r>-;
e,
U <'. W
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g 0 N ➢ n;o m " = SCREWS SSC 13/4*
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m
0. mSAMMYS HURRICANE n
D
a D
N g z s n a a SHUTTER SCREWS m
0 DST-516
_ z z z z WOOD SCREWS D
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m s x
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FEMALE TYPE
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n n n a D D TO RECEIVE 316'0 ROD
z SAMMYS STEEL TEK50
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TO RECEIVE 3/8'0 ROD
PANELMATE NAS HEX
`z z zN0.14 10 W/2"EMBED INTO
'n n CONCRETE 11-1/2*EMBED INTO
WOOD LENGTH UP TO 7-3/8'
ti4>s�
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POWERS STEEL
DROPIN 114"ANCHOR
C�nT
and DDDaDD
WITH 1"MIN.EMBED
PROJECT
POLYPROPYLENE SCREEN HURRICANE SHUTTER
SHEET 2.1d FASTENER/
DESIGN LOAD TABLE
(1)FASTENER
O
(2)FASTENER
-�- BRACKET FASTENER TYPES
O O w o
0
7=N Z O M �'
¢ ? ow QU W ih Q � Q � W V d' W a' = mw� 00
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= tn0 U� U� ��� 0- W day Uu`7 > U) F-��Z U� Z w
Z � [n (n d. } W tD (nN =WO Zia- Z! w (n(n LU fn w ¢7_ Ww Co Z
LUX 2LLj � � � wpX ui� = SOI- �Ow row } xw � � CQ LLI a_Cc Q
aFr
Q =~i1 Ov LL:=) XUw X�2 � u1 � �N� zZ0 �O� U LLI
J
SUBSTRATE MATERIAL SPAN (Qi �n ? (n(no � � rirnQ wzQ wzwN �O �(LO aQoo� ooh p�
F- Q I- Q LL
17'-8' 7" 7" NIA NIA 14" 14" 14" NIA NIA NIA NIA W H
16'-0' 8" 8" NIA NIA 14" 14" 14' NIA N/A NIA N/A w w a0
GROUT FILLED CMU(2000 psi MIN) 14'-0" 9" 9" NIA NIA 14" 14" 14' NIA NIA WA N!A
10' 10" NIA N/A 14" 14" 14" N/A NIA NIA N!A w J
12' 12" NIA NIA 14" 14" 14" N/A NIA NIA N!A U Q z
8'-6"OR< 14' 14" NIA NIA 14" 14" 14" NIA NIA NIA N!A cn U- U)
w w
w
J
O
a
NiA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL �Karms }
J
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Gngineenn9 O
NOTES: Group.Inc. CL
FL.C. (AWhuRl% F-
-TAPCON VALUES DETERMINED WITH MIN,1314'EMBEDMENT AND 2 112"EDGE DISTANCE ?Ol'1 F.54 U.ivq]w.4 W
-PANELMATE VALUES DETERMINED WITH MIN.3"EDGE DISTANCE d EMBEDMENT OF 1-314'CONC..1-V4'CMU,1-718"WOOD ( FL 7s?;I a
-SAMMY DTS SHALL BE INTO MINIMUM OF 114"STEEL i9al 11)l vn,xc2s,:rax<3a1 927-W-5 a
U"w4 A.kiim,Pf•.
-DESIGN SAFETY FACTOR 4:1 eL.Sce�la,u�x s267r
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED 114 TURN PAST SNUG OR AS DIRECTED BY MANUF.TO PREVENT U)
SLIPPAGE 1 N
-FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-1,12']N DEPTH. -
_ F-
"ADDITIONAL PENETRATION REQUIRED. USE SSC 2114 - U1
LIJ
"'LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 112'EDGE DISTANCE AND MINIMUM 6"END DISTANCE
PREDRILL REQUIRED, '-'I'
v.
.o."�.acan...R
r r.s a w.w
(1)FASTENER
01
(2)FASTENER
-�- BRACKET FASTENER TYPES
O O W o
K Lu F�--
LU
w z v H W 0O O Lu 2 0 I—
Y W F
¢ � U� Z ~ N M N N W c•2 0 f- (n N d O=w
Z U- W fn Q 2' J X ,� X 2' - J - Q W � Um
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to =� Uv � � - a w a oui3 > Co- > F- � wz U) W
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a x ui ui 2 S H UO X LL O x O w O N auj
w U 00 w w= U W
SUBSTRATE MATERIAL SPAN ¢ � (n u¢i vzi o c i c=i� a Q �Q u I v o N N o a z 0 2 0 0 m
17'-8" NIA 9" NIA 14" 14" 141 14" NIA NIA 14" NIA
16'-0" N/A 10" NIA 14" 14" 14" 14" NIA NIA 14" N/A z w Q
WOOD(SYP 0.53 S.G.)" 14'4" NIA 10" N/A 14" 14" 14" 14" NIA NIA 14" N/A w O
12'-0" WA 12" NIA 14" 14" 14" 14" NIA N/A 14" N/A w F- J
NIA 14 NIA 14" 14" 14" 14" N/A NIA 14" N/A Q 0
8'-6"OR< WA 14" NIA 14" 14 14' 14" N/A NIA 14" WA m w
Lu Z 0
w
J
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a
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL Karm }
FASTENER TABLE IS BASED ON A 60 PSF WIND LOADO
Lnginecring
Group,Inc. d
NOTES:
FL.C-d AL".Y 17371 1-
TAPCON VALUES DETERMINED WITH MIN-1314"EMBEDMENT AND 2112'EDGE DISTANCE zon Fmsn ow..,s"Il.♦ w
-PANELMATE VALUES DETERMINED WITH MIN.3"EDGE DISTANCE 8 EMBEDMENT OF 13+4"CONC_1-114"CMU,1.718'WOOD 5.".—FL 34231
(941)927-1195:F-041)9V'w.5 0
-SAMMY DTS SHALL BE INTO MINIMUM OF 114'STEEL
-DESIGN SAFETY FACTOR 4:1 FL.Ity1>Giwr.l5
-ALLOWAB'_E VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES "
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED V4 TURN PAST SNUG OR AS DIRECTED BY MANUF.TO PREVENT
SLIPPAGE
-FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-112"IN DEPTH. - - -
"ADDITIONAL PENETRATION REQUIRED.USE SSC 2 IA w
6 2017
LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 1!2"EDGE DISTANCE AND MINIMUM 6"END DISTANCE. �_ (q
PREDRILL REQUIRED. _
FASTENER TYPES FOR GROMMETS
W
o
F
o?Z.
_ Zw LU
W N U Z a ~ ~ W e O O W W O O p
¢vIX
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U f7 J _U ? Z N J x J X 0 F @ U) U m
Z _ J a.W to Q W O W O - -L-11i
>¢W J Z
fYU W � U W
LJ U)
Z � Z � W ZmM W mF wQ W
"v =� � =rn X :v Crz � a �W � Qa 0 7 W � N µµ11W� � O H v2
#3 GROMMET Z �u7o rn � Un, �� � zsca zsc� U �n > m� >F � Wz � =g
U N } Q' } W (D (n N = W O O i O Cr W [n (n W rn ' W Q O W W Z s
X � w � � � � 00 , U � _ w - w T -J >- ow > KLLJ W0-
d
It O 2 7)1- O - LL J U N a W U =
MATERIAL a � rQi�wz 0)iai0 (jC05 < � a � ¢ � Quo aN �z ZO n-0 W
(V ¢O
U] U F rn .- F a z c�� F-
STEEL MIN.0.1875-THICK) NIA NIA NIA NIA (1) NIA NIA F-
2000 PSI CONCRETE (1} (1} (1) NIA NIA (1) NIA =
3000 PSI CONCRETE (1) 1 (1) (1} (1) NIA (1) (1) LLI U-1
HOLLOW BLOCK 1500 si (1) 1 NIA N/A N/A NIA NIA NIA xx Z m
GROUT FILLED CMU 2000 psiMIN (1) (1) I 1 (1) (1) NIA NIA NIA NIA Q Q Q
WOOD SYP0.53S.G.- NIA (1) NA (1) 1) 1 1 NIA NIA (1) NIA Z ( W O
w W O
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL 0� _ ~ -I
W LL C)
N
W J w
- }, W
IcKarins W
Engineering
Group,Inc. }
J
NOTES. FL.Cert_of Auth.x 8371 d
2017 Fiesta Dmr.Suite 4
Sarasota,FL 34231
(941)927-8525"Fax(941)927-8075
FASTENERS SHOWN ARE APPLICABLE FOR ALL SPANS INDICATED ON GROMMET FASTENER TABLE AND David G.Kann..PE
FASTENERS SHALL BE SPACED PER TABLE ON SHEET 1. FL-Registration#52677
-TAPCON VALUES DETERMINED WITH MIN,13/4'EMBEDMENT AND 21fP EDGE DISTANCE
-PANELMATE VALUES DETERMINED WITH MIN.3'EDGE DISTANCE E EMBEDMENT OF 1-314'GONG,1-1A"CMU.1-718"WOOD
0
-SAMMY DTS SHALL BE INTO MINMIUM OF 114"STEELzd T rt!^ tL
DESIGN SAFETY FACTOR 4*1 1 t - f(q
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES �ttsJ, •�'S'/�r�,.,
-FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-1Q"IN DEPTH, x Q S N
'r . N
"ADDITIONAL PENETRATION REQUIRED.USE SSC 2114 N
o: A G
AUG r P017 W
"'LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 12'EDGE DISTANCE AND MINIMUM 6'END DISTANCE. :p. ♦ W
PREDRILL REOUIRED. ..C' A'.
WX nliii Ali MK
f[gllnem
um•nvaeaaaw ua�fVWAEm mm
n
wno e•s
MINIMUM AVERAGE ROLL VALUES FOR THE POLYPROPYLENE FABRIC:
GRAB TENSILE STRENGTH(ASTM D4632) 450 LBS WARP-425 LBS FILL
PUNCTURE STRENGTH(ASTM D4833) 190 LBS
BURST STRENGTH(ASTM D3786) 825 PSI
TEAR STRENGTH(ASTM D4533) 200 LBS WARP-170 LBS FILL
ABRASION RESISTANCE(ASTM D 4886) 95%STRENGTH RETAINED
UV RESISTANCE(ASTM D G154) 90%STRENGTH RETAINED
AIR FLOW 230 CFM
WEIGHT 7.6 OZ/SQUARE YARD
icns
1-n
Esnngineering
Group,inu.
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Svat141 L ld:)1
1'11:193]-L3f:Fe.(W, 'J.pJj
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+
>>
PROJECT
EZSREEN MAX
SHEET3 POLYPROPYLENE SCREEN HURRICANE SHUTTER
FABRIC SPECIFICATION