HomeMy WebLinkAboutProduct Approval Ifs
&-ft-ofessional hplation
fla.
SCIS Home ' Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us �• BCIS Site Map Links Search
More
Product Approval
USER:Public User FLUdeCounty,
3-�� ___D'
Product Approval Menu>Product or Application Search>Application List>Application Detail
Oi9
+ + FL# FL14110-R4
Application Type Revision ermitting
Code Version 2017
Application Status Approved
Comments
Archived EJ FILE
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 and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By ORLANDO L.BLANCO,P.E.
WJ Validation Checklist-Hardcopy Received
Certificate of Independence 814110 R4 COI Certificate of Indagdence.pdf
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 l.pdf
Approved for use outside HVHZ:Yes FL14110 R4 II EZScreen Installation Instructions 2.Ddf
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 Repgrt.Ddf
separation requirements. Created by Independent Third Party:Yes
Back FN..t
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.QRy, ght 2007-2013 State of Florida.::Prlvacv Statement::Accessl6llity,Statement::Refund Statement
Under Florida law,email addresses are public records,If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,*Pursuant to section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
99
Credit Card','
:Safe•
OPTIONAL COURTESY PRODUCTLABEL:
STRAPS OR GROMMET CJSTOK FU-FIC@117 PRl JC-S
@ TOP AND/ OR BOTTOM "NOTE: OVERLAP DETAIL IS OP ZONAL 2,324 Seth kre,ir.;e Cast W.
3rai;nla Fi 3-20_ F=
SCREEN MAY BE SINGLE OR MULTI-PANEL THIS=RC ti . SF-Lt BE MSTALLrD ACID USED EMM tis IFTTE%ED
-- -�--- --_ �_—_------ ----------- 'ER TF3 1ASrtLLhIIOd IIIKTRIJC7: S T-IIS PR:;DUCT DOES`ICT yd
3 WUP ;-SIV 01�_, ;a 1 a4 AS-111K&13,Jt311 DAZE, •1L1600,$TRAP & BRACKET Qa
ma Sc o8
AS11 C15 4S M 02526.AStd D256
uOECULIS21 ADP.•0,4:FL°1 11].1 ad NO
MIN. 20 MIL U= TE)aTIDhFGS:lY,cut.T.1y 70;, :1a 203, ,-tiE10-C2 Z E5
zPOLYPROPYLENE SCREEN o OPENING*r ¢STRAP & BUCKLE W
I 2! �v ACT r HOVE Li.BE_ U
.70 MAXIMUM ON CENTER
•o
STRAP 8c BUCKLE NGROMMET SPACING
I _ m 60 PSF B 3v3
W SPACING SHEAR REACTIONOVEI"•' 3
ONE PACE M -8 T O.C. 309 3
s'-o 7 D.c. 28o U
4'-0 s o.c. 280
#3 GROMMET 12'-0 10 o.. 3GD
----- --------------- ---=---- — 0-0 12'O.C. 300
I IV O.C. 298 9
OR<
I 3 GROMMET 2'THERMO-SEALED POLYPROPYLENE WEBBING N. NOTE.GROMMETS SHALL NOT BE USED
FRONT AND AND BACK PERIMETER OF SCREEN i° z IN TRAP MOUNT CONFIGURATIONS
LOADS ARE PER FASTENER
——————— ------ g� z
1", TYPICAL AT EDGE . Lu0
LLI Cr_
17'-8'or W (CLEAR SPAN) rn E! LLI U
NOTE: rn
co co
BUCKLE,-FASTENING
& BRACKET. COMBINATION. ONLY w Lu z
TYf'. EXTERIOR ELEVATION z.
ONE TYPE OF CONNECTION IS PERMITTED PER SIDE. ��Z z
GENERAL NOTES: N.T,s. 1 -CONNECTION WRAPS OF SUPPORT POST ARE PERMITTED. U o-<O
1.CUSTOM HURRICANE PRODUCTS EZSEId
CREs MAX HAS BEEN DESIGNED - ONE SIDE OF SCREEN TO ALLOW FOR EGRESS OF OPENING-ONLY BUCKLES CAN BE PLACED ON OPPOSITE SIDE ON 03 W U F=
a X aJ
AND TESTED IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE`-6TH
EDITION CHAPTER 16 AND TAB 201.202,AND 203 FOR LARGE MISSILE IMPACT, GLASS SEPARATION+SCREEN DEFLECTION TABLE WIO STORM BARS 0=
AND MEETS THE NON-POROUS REQUIREMENTS FOR OUTSIDETHE HIGH a Z
VELOCITY HURRICANE ZONES W(CLEAR SPAN) '212 192'188'144PFar LOADS ON STRUCTURE,
2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE SEPARATION DISTANCES BETNf EN 60 PSF
3.ADEQUACY
ENS. PROTECTED GLAZING AND SCREEN 33.1"31" 26' 25' 22' 16" W' TENSION 3.ADEQUACYOFEXISTINGSTRUCTURESHALLBEOETERMINEDBY0IHERS, AT ZONE 4AND ESSENTIALBUILDINGS �T-gA7MOM
531 Fi
4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES)SHOWN IS
69WMU61ALLOWABLE WITHOUT SITESPEciRcENGINEERING.LENGTH IS 8'-00 F7 DGK
UNLIMITED. 14'- 420 j
S.SCREEN FABRIC SHALL BE MIN.20-NIIL PLOYPROPYLENE,WOVEN USING 138 SCREEN DEFLECTION TABLE WJ STORM BARS 2'-0360 FT.
POLYESTER THREAD,TANARA THREAD BY GORE WITH MIN.TENSILE 0'-0300 FF OSCS-0397
BREAKING TEST STRENGTH OF 15 LBS. WOR CLEAR SPAN 98" 84" 72' 60" 48" 36" 30" R< 528#/FT 255 J/FT -t7 '4i I VARIES
6.GLAZING SEPARATION IS NOT REQUIRED OUTSIDE NVFIZ EXCEPT FOR. L , �---„j'-, O8 02 2017
TOTAL DEFLECTION OF S BEEN •,R ' �+ -
WMDZONE 4AND ALL WIND ZONES FOR ESSFNTIALFACILRIES SEE '1,41.4"'1.4'•14°•94"'12 •1' NOTE FOR LOADS ON STRUCTURES FOR
AND STORMBARSYSTEM nuR
DEFLECTION AND SCREI N SEPARATION REQUIREMENTS FOR THESE ZONES WIND PRESSURES LESS THAN 60 PSF,
ON SHEETI SCREEN FABRIC SHALL,HAVEP40ROSITYr_10% SEPARATION DISTANCES VALUES IN THE TABLE MAYBE 4 _
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TD BETWEEN PROTECTED GLAZING 5.1" 5.1 5.1' S.1 5.1 5.1' S.1' OBTAINED 8Y_THE FOLLOWING FORMULA
F2-SCREEN'BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS. AND SCREEN AT ZONE 4 and
ESSENTIAL BUILDINGS d
a MAX.ALLOWABLE DESIGN PRESSURES:+/-60 PSF VALUE FROM TABLE X PRESSURE DESIRED J so Ps
9.SEESHEET 3FOR FABRIC SPECIFICATIONS. TOTALDEREC17ONOFTHE SYSTEMFORPosmvEPRESSURESGLASS
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9 SEPARA770N OF 1"IS REQUIRED. •t1. li� 'I!
------------- r�C)
z PRODUCE LABEL.
CUSTOM -IU,31 ANE PRvDLCIs
p 2024 50tH re Ci de Ent �.
d I'12 ;.I-z--T
o Etade� --L 3 r,3 U
z :ta T-]rs Fkl UCI 5H�1 fir IWS' FC AT'USD @]IY X IHVIlPro �.
to FER THE I45 PL IL H INSTR C I PIS ,FIS PROD.+C dES 111,T im vi
Zo ASTL!D—$24. STI] E34 T :tl 037,A571e D535A+LIA'SM. 0 w c v
MIN. 20 MIL w CR in V cl aSIN G'ei20 rSri] G25v It op
q ad-DING urSsOlP?F3a:POLYPROPYLENE SCREEN U3 i w2 EST SSA IDAP)5,PS 2.0%IL.S 2,12. AS
203,ASTI 17,330-0; Z ¢z z
0
N 3 GROMMET At =
2 _ N
FASTENER APPROPRIATE FOR
SUBSTRATE BIED/
of 2°THERMO-SEALED POLYPROPYLENE WEBBING 6 MOUNTING BRACKET U
FRONT AND BACK PERIMETER OF SCREEN
PASS STRAP THROUGH o
SLOT IN MOUNTING w g
BRACKET c
B'-6• z.
OPTIONAL COURTESY
ADJUSTABLE STRAP
NOTE:TYPICAL le O.C. FOR BRACKETS& BUCKLES U.N.O. GROMMET ' S17TCHED TO WEBBING z
SEE SHEET 2.1a THRU 2.1E w 0
TYP. EXTERIOR ELEVATION W W l
SCALE: N.T.S. 1 CONCRETE, STEEL, ' g m[,n
OR WOOD SUBSTRATE w Z CO co
FASTENER APPROPRIATE FOR
SUBSTRATE. . / UJ w—
SCREEN FABRICv a ¢zO
GENERAL NOTES: 0 o<0
1.CUSTOM HURRICANE PRODUCTS'EZSCREENS MAX HAS BEEN DESIGNED LIV g
AND TESTED IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE-8TH- PASS STRAP THROUGH
EDITION CHAPTER 18 AND TAS 261.202,AND 203 FOR LARGE MISSILE IMPACT, j
AND MEETS THE NON-POROUS REQUIREMENTS FOR OUTSIDE THE HIGHCAM-LOCK BUCK TO 00
VELOCITY 2'THERMO-SEALED REMOVE SAG FROM z
2.NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE POLYPROPYLENE SCREEN FABRIC
EZ-SCREENS. WEBBING FRONT AND
3.ADEQUACY OFOOSTINGSTRUCTURE SHALL BEDETERMINED BYOTHERS. BACK PERIMETER OF
4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES)SHOWN IS SCREEN z
MAXIMUM ALLOWABLE WITHOUTSITESPECIFlCENGINEERING,LENGTH IS POLYPROPYLENE SCREEN FABRIC EDG
UNLIMITED. \5.SCREEN FABRIC SHALL BE MIN.20�MIL PLOYPROPYLENE,WOVEN USING 138
POLYESTER THREAD,TANARA THREAD BY GORE WIN MIN.TENSILE E
BREAKING TEST STRENGTH OF 15 LBS. STITCHTD TO FACBUCKLE E�F P cuw°FLew,,,
\', � ..m
B WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE MMZ'EXCEPT SCREEN FABRIC \ r. + :.. ���
FOR WIND ZONE 4 AND ALL WIND ZONES FOR ESSENTIAL FACILITIES.SEE
DEFLECTION AND SCREEN SEPARATION REQUIREMENTS FOR THESE ZONES: -
ON SHEET 1.SCREEN FABRIC SRALL HAVE POROSITY 10X. = x
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO 4
'EZSCREEN'BRACKET TABLEMDFASTENERMANUFADIURERDIRECTIONS' MOUNTING SECTION MOUNTING SECTION
9.MAX.ALLOWABLE DESIGN PRESSURES:+/-60 PSF 2 ✓; fi,3 6:201 { q
9.SEE SHEET 3 FOR FABRIC.SPECIFlCATIONS. SCAM 3"=1'-0" SCALE: 3'=1'-0"
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FSC-1709.9
FASTENER APPROPRIATE FOR
SUBSTRATE. EMBED/ co
U o
� U
a � e 8
w Lu
8 . Z w
O U
W
CD 2.500" y 2500" y 2.500" �}
oU.
W/ a
TRAP MOUNT SHALL BE VERTICAL--
ERTICAL z .n 2.500°
M EDGES AGAINST,THE o o
STRUCTURE ON ALL SIDES: N c 1.625' g
� 40.468°
00.312" 00.312
NOTE TRAP MOUNT IS ACCEPTABLE FOR 0.187". TYp. 0.125 MIN. 0.187°. TYP. U>
BRACKET ONLY AND NOT FOR ACCEPTABLE MIN,TVP. THICKNESS MIN,TIP.
FOR GROMMETS w 0 .
W IX W F
QUIz0
TRAP MOUNT 2.500 m W
0.500" Z Za)c'
SCALE: S"=i'-D" 2 w J W z
GENERAL NOTES: 0,125 MIN. 0a- z
0.50D' a THICKNESS 0 U O
1.CUSTOM HURRICANE PRODUCTS'FZSCREENS MAX HAS BEEN DESIGNED 2.500"; N d' ~'
AND TESTED IN ACCORDANCE WITH 2(117 FLORIDA BUILDING CODE-STH n O W a fY
EDITION CHAPTER 16 AND TAS 201,20Z AND 203 FOR LARGE MISSILE IMPACT, N ^ J
AND MEETS THE NONPOROUS REQUIREMENTS FOR OUTSIDE THE HIGH 40.468" M O 1—
VELOCITY HURRICANE ZONES $
Z
co
Z NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE 1.625"
EZ-SCREENS.
3.ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS. 0.125" MIN.
4.:UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES)SHOWN IS THICKNESS -
MAXIMUMALLOWABLEWITHOUTSITE-SPECIFICENGNEERING.LENGTH IS 2.500" 1•��°
UNLIMITED. - DCK.
5.SCREEN FABRIC SHALL BE MIN,20-MIL PLOYPROFYLENE,WOVEN USING 138 05CS-0397
POLYESTER THREAD,TANARA THREAD BY GORE WITH MIN.TENSILE TRUSS CONNECTOR TRUSS CONNECTOR �j �nme min
BREAKING TEST STRENGTH OF 15 LBS. SIDE VIEW FRONT VIEW 17ragncj(m�^, VARIES
0.WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ,EXCEPT
08 02 2017
qj•�i'rtr .C..i�n
FOR WIND ZONE 4 AND ALL WIND ZONES FOR ESSENTUIL FACILITIES.SEE
DEFLECTION AND SCREEN.SEPARATION REQUIREMENTS FOR THESE ZONES
ON SHEET I.SCREEN FABRIC SHALL HAVE POROSITY<c10%. MOUNTING SECTIONZ+!"i
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO'
'EZSCREEMBRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS. SCAM
6 MAX.ALLOWABLE DESIGN PRESSURES:+/-60 PSF , •2,i7
9.SEE SHEET 3 FOR FABRIC SPECIFICATIONS. puo u '�� IF
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC=1709.9 .J� `
GENERAL NOTES:
1.CUSTOM HURRICANE PRODUCTS EZSCREENS MAX'HAS 2'-2- 2'-6 3/4"MAX. 2'-6 3/4- MAX. 2.-r
BEEN DESIGNED AND TESTED IN ACCORDANCE WITH-2017 -
FLORIDA BUILDING CODE STH EDITION CHAPTER I6 AND TAS - --.------------
cA
-__-- --- ---- V
401,202,AND 203 FOR LARGE MISSILE IMPACT,AND MEETS v w T �
THE NON-POROUS REQUIREMENTS FOR OUTSIDE THE HIGH $.
VELOCITY HURRICANE ZONES i? • I° 0 Cd
2 NOALLOWABLE STRESS INCREASE HAS BEEN USED IN THE I ( GROMMET, STRAP AND BUCKLE, 0
DESIGN OF THE EZ-SCREENS. o z w I 0- Lu , =o
y�a I OR STRAP AND BRACKET. SEE 0- v w
3.ADEQUACY OF EXISTING STRUCTURE SHALL BE o n I W
DETERMINED BY OTHERS. m °I m I" SHEET 1 AND 1.2 w
4.UNIT HEIGHT(DISTANCE BETWEEN SUPPORTED SIDES) r •I °i V) ( U a z
SHOWN IS MAXIMUM ALLOWABLE WITHOUT SITE-SPECIFIC
ENGINEERING.LENGTH IS UNLIMITED. 1$ ---- --- --I - ---_-- ---
5.SCREEN FABRIC SHALL BE MIN.20-MIL PLOYPROPYLENE, S °( J o ° _ N o
WOVEN USING 138 POLYESTER THREAD,TANARA THREAD BY =)
GORE WITH MIN.TENSILE BREAKING TEST STRENGTH OF 15 wv I N I 2 O
LBS
6.WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE
HVHZ,EXCEPT FOR WIND ZONE 4 AND ALL WIND ZONES FOR 2"THERM0-5EA!ED U
ESSENTIAL FACILITIES.SEE DEFLECTION AND SCREEN POLYPROPYLENE WEBBING FRONT
SEPARATION REQUIREMENTS FOR THESEZONES ON SHEET I. "I ^w i° AND BACK PERIMETER OF SCREEN
SCREEN FABRIC SHALL HAVE POROSITY-10%. IV g
7.MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE
ACCORDING TO'EZSCREEM BRACKET TABLE AND FASTENER
MANUFACTURER DIRECTIONS, I I
a MAX,ALLOWABLE DESIGN PRESSURES: I )
+!-60 PSF °1 I°
9.SEE SHEET 3 FOR FABRIC SPECIFICATIONS. L-------- -- --- _.-- _-6L _J z co
10.THE PRODUCT SHALL BE LABELED IN ACCORDANCE -
WITH FBC-1709.9 L 1 T-8" MAXIMUM w :: F=
�—Z• — STORM-BAR ELEVATION 1 W=
SCALE: N.T.S. W W w W co
w ��Q
WALL BEYOND 2x3x.125 6061-T6 ALUMINIUMZ.TUBE 0 a co 0
in N _ I/8• a g
RISER 2x2x.125 6061-T6 ALUMINIUM y. _
(OPTIONAL FOR ADDITIONAL SEPARATION) 0 _
PROVIDE 2"x2"x1/8 ALUMINUM ANGLE STORM-BAR _ a_ co
ON EACH SIDE OF TUBE UP TO W-0" —
RISER DIE(OPTIONAL)
SCALE: 1" 1" 2,
ATTACHMENT OF TUBE TO RISER: SHALL BE CONNECTED WITH
ATTAGHMENi OF TUBE TO.AN,I , SHALL.BE CONNECTED WITH I I (2)#Bx1-1/2- PAN HEAD.SELF DRILLING SCREWS AND EPDXY
A�ACHMENT OF TUBE OR RISER TO STRUCTURE: SHALL BE DGK
(2) #80-1/2" PAN HEAD SELF DRILLING SCREWS. 1/2"0x 2-1/8"ANCHOR INSERT WITH (1) 1/4"A x 1-1/4"
ATTACHMENT OF ANGLE TO WOOD OR CONCRETE SHALL BE TRUSS HEAD MACHINE SCREW. -OBCS-0397
1/2"0 x 2-1/8"ANCHOR INSERT WITH (1) 1/4.6 x 1-1/4- EM CONTRACTOR SHALL BE RESPONSIBLE FOR cam" 21FS
TRUSS HEAD MACHINE SCREW. 1 i 1�g• ISOLATING DISSIMILAR METALS � ,,� "� VARIES
IE 2017
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
•w�M Ot Y
ISOLATING DISSIMILAR METALS STORM-BAR SIDE VIEW
SCAM N.T..S.
GROUND MOUNT DETAILd T
STORM-BAR BAR DIE
SCALL: N.T.S. � 4 ^�p Zvio T
scALr. 1" L" t ` L o l I C 1.4
(1)FASTENER
0"
(2)FASTENER
BRACKET FASTENER TYPES
O 0 . uj
Q
S zzj.
{Wy� W z Wm Lu
m
•`-- S a .F`.f it W OQC =m W O O O F-
Z Uch
.1—�:, Of�Q CrU•bQ' 'aV,'-GW.'t0 ,�, � .F�X'< ol@mfL
¢D - UmW W
Lu Cn, UER J - :e:E
zxm .<W
LLI
.U 2 � 'OrW UstZX co _ W Z 'SW
} > —�=Wq lt �yW _ZN -Q - j
U XX = O Q� xw 0W
I ZUQCLQ
mW
� N -. n
a ocodC4 ooSUBSTRATE MATERIAL SPAN o o wtwtzU -03:
17'-8" WA WA 8" NIA NIA NIA
A NIA 14" NIA WA
16-0" NIA NIA 8" N/A -NIA NIA N/A NIA 14" NIA:: NIA � W O
STEEL(MIN.0:18.75'THICK} 14-0" NIA NlA 10° WA A NIA NIA W 4" NIA NIA Ul uJ O
17-0" NIA NIA 12" NIA WA..-N/A NIA WA 14" WA WA W I j J
10'-0° wA NIA i4" NIA' NIA NIA- WA NIA - 14" NIA WA V co Z
_ 8'•6°OR< WA NIA 14" WA WA N/A. NIA NIA 4" NIA WA �
.. __ W W
. z O
W
a
O
CL
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL Karina J
-FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Engineering 0,
NOTES,
Group,lnc.
FL.C n.°f Arch.W El71
TAPCON.VALUESDETERMINED WrtHMIN.1374'EMBEDMENTAND 2112'EDGEDISTANCE 2017ria pft4
PANELMATE VALUES DETERMINED WITH MIN.WEDGE DISTANCE&EMBEDMENT OF I-W CONCH 1.114'CMU,1-A8'WOOD 90Ct.�, f r✓�r
SAMMY DTS SHALL BE INTO MINIMUM OF 114'STEEL 194 Did as2sZg"`(spq
ppa4�-iCail9i PE• f
•DESIGN SAFETY FACTOR 4:1 ,;F5.(eestroSo�°aszs7�.•/,qr�,
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 ^=- ca
SLIPPAGE
FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3.172°IN DEPTH". STATE OF
ADDITIONAL PENETRATION REQUIRED.USE SSC21f4 ° fzD��i�,• W
�w;
W
^`LOADEDPARALLELTOGRAINOFWOODANDWTTHMINIMUM1112'EDGEDISTANCEANDMINIMUMS`ENDDISTANCE erriftL•�.LY
PREDRILL REQUIRED, .". °✓:f!d 6
(1)FASTENER
0 -
(2)FASTENER
BRACKET FASTENER TYPES
O O _ o
o:w gZ
x X:�
�., Q'$ <w W M Q`- L-� F-�' P {1XJ .9 =mW QLu
00 � '
9 4 w�? ~ (n�L N J V m
TSS S r Ca. (�W3` W.O. ul
WO UzX '_J �O }Q Wim_ J2Ta
_.OL) rn � Z� - w Z c.7 W c7 F FV�y - W Q W c -
0-Cn U �
0 W 1-
o: 0a'Zd' Qs} v 0 W
a IL
qt
..... O.N m m >•,W m fA C-4
x FW-0 m a- Z� .. 0) W SOffj Q O r J U •G Z
UX •W �.�. "� pX tnrx (LL: �0�c 01- 00.j -L. W >- ><W M:.50 it r
F,� �¢U t`n0 r U[AQ uiZ� ZW cc 1- NO 0000 0� Q' , m
SUBSTRATE MATERIAL . SPAN rn cn f Q Q rn U I- rn I— a z c3 a o
1T-8' - 8° 7" NIA I NIN 14' 14" 14° NIA NIA fa-
16'-0" 8" 7" NIA NIA 14' E14"
: .1 " NIA N/A 14"-_. NIA W 0
2000 PSI CONCRETE 14'-0" 10° 8" NIA A 14 14" NIA: N1A 14" NIA W W O12'-0' 1NIA NIA4 14 NIA NIA 14" NIA w F' J10'-0" . 14" 10° N/A NIA 14" 14" NIA N1A 14 N1A VW86"4R< 14" 12" NIA N1A 14° 14" NIA. NIA 14" WA t2
cn
W w
Z 0.
W'_
d
O
EL
NI INDICATES FASTENERTYPE IS NOT APPLICABLE WITH FASTENING MATERIAL
l� J
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Engincecing O
-.NOTES:
Gr.P.Inc.FL.Cc.LdAWL48371 d
'
TAPCONVALUESDETERMINEDWTLHMIN.1314'EMBEDMENTAND2112'EDGE DISTANCE 2017F1cuQri,z9me4 Ld
PANELMATE VALUES DETERMINED WITH MIN,3°EDGE DISTANCE 8 EMBEDMENT OF 1-314'CONC.,1-114'CMU,.1-7W WOOD S"°` 8174231 pp
-SAMMYDTS SHALL BE INTO MINIMUM OF 114"STEEL (apfl�f7-es3st1iKpt7-ao7s
q ard`.Rudy
-DESIGN SAFETY FACTOR 4:7 Flat��.Tmrsxa�7i%; -�,
ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED 114 TURN PAST SNUG ORAS DIRECTED BYMANUF.TO PREVENT ;
SLIPPAGE N
-FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-'i12'IN DEPTH
ADDITIONAL PENETRATION REQUIRED.USE SSC 2114 G�" S n 4 e W
"'LOADED PARALLELTO GRAIN OF WOOD AND WITH MINIMUM 1 IM EDGE DISTANCEAND MINIMUM W END DISTANCE c/GI!�U 6 'ZU 17 !_
PRED JtEQUIRED.
' Om OI"11L1IOY�®
(1)FASTENER
0
(2)FASTENER
BRACKET FASTENER TYPES
.O O W
00
Z�m
Lu
W' w� O Y O W W'O D:
Q� y Lu
cc"
aN. cc`s w T W
� � U�x Ld CD w 4_ .C:)x J 1 ^�Q W = _J VZ
juWI Z W 2. ('�l W f7 F N a=. W WEE
co U �Z �' d�- U� F w w O
�1 _ w a N�� I �z F-vz W
zN fn fn �w� r"N =IL m cc o z�nL z��.mfno1WW-W Q
C)x0 W "? pX vi = 00� IoW gow xw � 'vU� wa`_. (� W
1 ¢v fn.v�o �r c�rn¢ 'uS" ogl-o ¢No 1000 oc> ~
SUBSTRATE MATERIAL SPAN fn co 0�'g ¢T. v F m 0 a z v a o m
17'-8" 70" 10" NIA A 14" 14" 14"_ 14"
N/A 14" 10" I--
16'-0 12" 12" N/A N/A 14" 14 14". 14° NIA 14" 12„ = w d
3000 PSI CONCRETE 14'-0 14" —T4–'– WA NIA _1_4_'r__ 14" 14" 14" NIA 14" 14" z w'O
12'-0" 14 14, NIA NlA 14" 14" 14" 14" NIA 14" 14" W -j ..
101-0" 14" 14' NIA WA. 14" 14" 4" __14_'-7 NIA 14" 14" U jis
1.8'-6"OR< 14" -- 14" NIA NIA 14" 14" 14" 14" NIA 14" 14" G7
w W
z o
W
D_
O
a
WA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIALKerins J
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Engineering p .
NOTES _.
Group,Inc,. 0
F4 Ccd.ofW,A 08371
TAPCON VALUES DETERMINED WITH MIN.1314,EMBEDMENT AND 2112'EDGE DISTANCE 2017 Fi.W.Dri-,S iw4 w.
PANELMATE VALUES DETERMINED WITH MIN.WEDGE DISTANCE 8 EMBEDMENT OF 1.314"CONC.,1-114'CA1U,1-716-WOOD s—I&r4. .11
SAMMY DTS SHALL BE INTO MINIMUM OF 114•STEEL �Y�t7 yg`-m s -�+s z
-DESIGN SAFETY FACTOR 4:1 `71`Ywyl� wnpY�
ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES'
.y
U
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED 114 TURN PART SNUG OR AS DIRECTED BY MANUF,TO PREVENT
SLIPPAGE
FASTENERS INTD CONCRETE SHALL HAVE A MINIMUM THICKNESS OF3-1f1'INDEPTH. • ti
"ADDITIONAL PENETRATION REQUIRED.USESSC2114 11 vF a`.b W
W
S
...LOADED PARALLEL TO GRAIN OF WOOD AND WITH MININIUM 110 EDGE DISTANCE AND MINIMUM 6"END DISTANCE >��'S/�f;`�.j�j]6�Q1] fn
PREDRILL REQUIRED.. �d'1d�■ ���
(1)FASTENER
0
(Z)FASTENER
_ - BRACKET FASTENER TYPES
o
w w IW— e` � � Y z zmwo� ao
� Q Zi"N gN N �I9 MW- B ':cN OXm
z UM ¢Oi X x x J ¢>W�
W C: xr . tJ cfl W o w n z?c ztt �, 1--iv,. W
U z v z�- z a ;c W
_ ¢.F ¢va O w N.Nw zof w
lA N c0 dam = lY Z�d Z tA.to W CJi i W G'1 W �.. z
. UX -W Y t5N =' O Oay O� �U S-�U .rr�i. !Kz= Q
g pX = t7 t- wr0o Xw ,w y' p, W'p (� w
U X_ = N 0' zp _ J
taQ-"e`- ¢v N� r U-vziQ tit ¢ z iy-Q ¢moo Q00 oa co
SUBSTRATE MATERIAL_ SPAN �trs: f ¢2 r¢ �►- �--}- o_z to� a a
1T-8 7„ 7'... A A 7' NIA NIA NIA NIA A' N/A w E^
7" 7" lA NIA 7 A NIA A NIANIA NIA w
HOLLOW BLOCK{1500 psi) 14`-0" 7" 7" NTA NIA 7, N/A_ NTA 1 fA NIA NIA N!A � W O
12'-0" 8" 8" RANTA B' NIA NIX NIA" NIA NIA A CO.z
10' 10" WA NIA 10" NIA WA NIA N/A NIA _NIA V
$'-Toff 12' 1T N/A. N!A - !2" 7 N!A NIA. N1A /A NIA WA
_. Lu w
z
w..
nom.
0.
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL Kar"'$ J
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD EnB O
_... Group:Iac. . 4..
NOTES
nca+.anucuLea3�r �
207TFiscn tMvc,SaitC4 tai '
•TAPCONVALUESDETERMINEDWrMLCN.1314'EMBEDMENTAND21reEDGEDISTANCE acarsel4 i �'
PANELMATE VALUES DETERMINED WITH MIN.r EDGE DISTANCE B EMBEDMENT OF 1-3J4"CONC.,I-11V CMU,1-718"WOOD
SAMMY DTS SHALL BE INTO MINIMUM OF IW STEEL
DESIGNSAFETY FACT0114d
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS!LOAD TABLES
-FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED V4 TURN PAST SNUG ORAS DIRECTED BY MANUF.TO PREVENT' v w t o 2s`7
.SLIPPAGE . k hf
-FASTENERS INTO.CONCRETE SHALL HAVE A MINIMUMTHICKNESS OF 3-112'IN DEPTH. _ F!
"ADDMONALPENETRAAONREQU�O.USESSC2114 w
"'LOADED PARALLEL TO GRAIN OF WOOOAND WITH MINIMUM 1 WEDGE DISTANCEAND MINIMUMS END DISTANCE °l4fVfa4 r" E v.
PREDRILL REQUIRED..
(1)FASTENER
(2)FASTENER
BRACKET FASTENER TYPES
O O
� o-
w
Lu
oz�
zQ,�o Tirc n co w op
Z UCS J U w W Z O.'N g X Xr' @ J 8 Q W<� J U m _
j��� r. re y7 V wX w c, W o U x w >+� wz 2
Z r Z t0 c+1 w M 1—CV T Fx— Q W '
ivies =� c�i� ��•" a w a.Z ci�nZ co~�W ��wz �g.z W
z co u) cn uJm ww z a z comes v2 w Qo w' z
UX >- IJP r pN 2 O Od'} OQ'W S-.CD 5-•-U _3"�-"1 D'2. .
L7 r2 � Ox O�S a.OF- a.0-J o W X ��} p Lu-
Lij
Fv Uf� A2-. R:—! -j 8 �zw QUO QNO KOOD O�� m
SUBSTRATE MATERIAL SPAN cn v�_ r Q 2 I-¢LL.rn v.F- cn I- a z y a.o Q
1T-8' -r 7" NIA NIA 14" 14' 14" A, NIA I NIA NIA, ce 1-
19-0" 8v— 8" A NIA 14" 1 " 14" NIA NIA NIB NIA _ UJ 0
GROUT FILLED CMU(2000 psi MIN) 14'-0' 9" 9 NIA NIA 14" 14" 14" NIA NIA N/A N1A W W O
- 12'-0' 10" 10 N1A NIA 14" W' 14 NIA NIA NIA NIA
12' 12" N1A NIA 1 1 " 14" NIA NIA N/A NIAV z
8 =6"OR< 14' 14^ N/A NIA 14" 14" 14" NIA -NIA N1A NIA co
W
W
z o
J
a
0
(L .
N/A INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL Karin J
FASTENER TABLE IS BASED ON A 60 PSF WIND LOAD Engineeringrup,Inc. d
..NOTES:
- FL CaL arAwhPffi71
TAPCON VALUES DETERMINED WITH MIN.1314'EMBEDMENTAND 2112"EDGE DISTANCE ZotzF�uo rc4sw.°'. Ld
PANELMATE VALUES DETERMINED WITH MIN.3'EDGE DISTANCE 3 EMBEDMENT OF 1- CONC..1.114'CMU,17s 0 WOOD Saramm,,FSL 34231
SAMMY DTS SHALL BE INTO MINIMUM OF 114"STEEL �u. d1GGa� a
314'
-DESIGN SAFETY FACTOR 4:1 �[L3mpsf6F;^�e
ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS'LOAD TABLES q " `.•
FASTENERS FOR SLOTTED BRACKET SHALL BE INSTALLED 114 TURN PAST SNUG OR AS DIRECTED BY.MANUF.TO PREVENT
SLIPPAGE 7: I`, 60z267 N
FASTENERS INTO CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 3-10 IN DEPTH. � [
"ADDITIONAL PENETRATION REQUIRED.USE SSC 2114 'y T e°w` W
d
"'LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 i2'EDGE DISTANCE AND MINIMUMS END DISTANCE ��cS�dU r f(I't7 . Cn
PREDRILL REQUIRED:'
(1)FASTENER
(2)FASTENER.
BRACKET FASTENER TYPES
0 0 - -
zW
W w w� w4 O '" O ��0Of
¢ w cn ~ ¢ C' w 2 m W I"" O O
T'� Z U W Q X X x J Q w.� J Z _
0 W - �Z` Z O Z� '�co m W �`'� �N�=� W Q W
(A y Q'= Q�_` Q ti'a O' w H N {—
r
co s� v ��� a w a U�i,� m� t-�Wz m Z
z rn� �wm 4nm =w� zea z p�cnw 4n�w 4� oWn mr
ON pN O p 2 Ow'w }tq0 v �q J WZ"
c1X � �HOOX �. � s W'=¢ �N� sr� w�V�p wa `- U W
SUBSTRATE MATERIAL SPAN � - ai N v n Za z ¢ U)v.o �N I a z 0. a.0 3 ` m
17'-8" NIA 9" NIA 14 14" 14 14" N A NIA 14" NIA_.- 1¢-
16'-W NIA 10" NIA 14' 14' 14 14' NIA NIA 1 " N/A
WOOD(SYP 0.53 S.G.)- 14-0" NIA. 10" NIA 14 14 14" 14" NIA NIA 14" NIA � W p
12'-0° NIA 12" NIA 14" 14" 14". 14" N/A NIA.. 14" NIA W j -1
10'-0" NIA 14" N/A 14" 14" 14" 14" N!A NIA 14" NIA V'�C9
8'-6"OR< N/A 1 " NIA 14" 14" 14" 14" NIA N1A 4" WA Co
W W
z 0
u_1
NIA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL JCKi. J
FASTENER TABLE IS BASED ON A•60:PSF WIND LOAD HDgineOring p
NOTES: -
Group,Inc. a-
-TAPCON VALUES DETERMINED WITH MIN.1314°;EMBEDMENT AND 212'EDGE DISTANCE 1017 FicaaD3m Supe 4 w
PANELMATE VALUES DETERMINED WITH MIN.3"EDGE DISTANCE 8 EMBEDMENT OF 1-3+4`CONC,I-1g"CMU,1.718'WOOD sazdsat".EL 34231
SAMMY DIS SHALL BE INTO MINIMUM OF IM STEEL 4 o�y� ip( 119iT a04s
DESIGN SAFETY FACTOR 4:1 R1'`'� Js7jt,
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 "—
SLIPPAGE N
FASTENERS INTO CONCRETE SHALL HAVE AMINI MUh9THICKNESS OF3-11TINDEPTH
ADDITIO NAL PE N ETRATION REQUIRED.USESSC2114 W
e �6 z _
LOADED PARALLEL TO GRAIN OF WOOD AND WITH MINIMUM 1 112"EDGE DISTANCE AND MINIMUM 6°END DISTANCE p fA i*e',AtlG 1 Q' - Co
PREDRILL REQUIRED. . .
a"o"o�noa.�mao
ae° ._
FASTENER TYPES FOR GROMMETS
OZm
LLINc�� woXQm it
Q6Z<co:J US. wI"'N �N. �N' W Mme.w K=m W d Sm
Z �.aw N Q W X W O W O U X=� J �QLU WZ
9 V� Z �¢ W a7 W C01 IE W¢
#3 GROMMET �Z= Q� 0,
W co
=yQ x� U �� z W z# V�� cn� IW Wiz ���
U N '} Q O IW—W f A
Z CA Cow }Wto C7N 0. =W w Ud'ay Ud'W Cn CAW
Q O.c� 2=Z C..)J U9 ¢�a �N�z OOO SOF=-. IY
MATERIAL - I-� ��z_~ mu�o �'.� ciw¢ I".¢zSI=¢.LLCAU� � azU a.0�_ _
STEEL MIN.0:1875"THIO NIA. N/A NIA A (1) N/A I WA
2000 PSI CONCRETE (1) (1) (1) NIA WA (1) NIA
3000 PSI CONCRETE 1) . (1) (1) (1) NIA (1) (1)
LLI
HOLLOW BLOCK
1500,psi) (1) A 1 N/A WA WA WA WA WA -X z
GROUT FILLED CMU 2000 PSI MIN (1) (1) 1 (1) (1) NIA NIA N/A WA ¢ Q _ 00
WOOD SYP0.53S.G." WA. (1) WA 1 1} 1 1 - WA NIA_ _ 1) U F-
_._ _
NIA
LLI z
LLJ LLI O.
WA INDICATES FASTENER TYPE IS NOT APPLICABLE WITH FASTENING MATERIAL ~'
U W co Z
N W U a
N'
LL 'J- UJ
Karin a o
Ic Engineering
Group,Inc. EL
J
NOTES: FL.Cem 2017 Ficstof Drive,Sn to 4 0-
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.Karin.%FE
FASTENERS SHALL BE SPACED PER TABLE ON SHEET t FL Registration#52677
-TAPCON VALUES DETERMINED WITH MIN.1314'EMBEDMENT AND 2117 EDGE DISTANCE
-PANELMATE VALUES DETERMINED WITH MIN.3'EDGE DISTANCE 8 EMBEDMENT OF 1.314'CONC.,1-114'CMU,1-71T WOOD • a
-SAMMY DTS SHALL BE INTO MINIMUM OF 114"STEEL
-DESIGN SAFETY FACTOR4:1 s�19
-ALLOWABLE VALUES ARE OBTAINED FROM MANUFACTURERS LOAD TABLES
FASTENERS INTO CONCRETE SHALL HRVEA MINIMUM THICKNESS OF 3.12"IN DEPTH. °gP�ti' o Sr• "• N
.+ o.
"ADDITIONAL PENETRATION REQUIRED.USESSC2114' � �� No •�+.< �
^'LOADED PARALLEL TO GRAIN OF WOOD AND WM MINIMUM 110 EDGE DISTANCE AND MINIMUM WEND DISTANCE °'UG 3 i 2017 W
PREDRILL REQUIRED. ^,�^`•'��l ti}ry�' r 4
. �
- ;aEa,R .iaaam.
- ncoannu memrnsa�v�aan
mem w mnvae rwei unw nm
9
MINIMUM AVERAGE ROLL VALUES FOR THE POLYPROPYLENE FABRIC:
GRAB TENSILE STRENGTH(ASTM 04832)• 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 OZJSQUARE YARD
�Karina
Eng]neering .. .
Gm.p.Inc.
201 i.ila]nArn6m1� •. •.
Svuol],TI:]I111
IWi1071-tfllfFy(471 7-6gJ!
A.eep / PIP
o - 5267'
�'AI1�T'1r�21111
.ti
�d�tirAf.+lal6t PROJECP
EZ$REEN MAX
SHEET 3 POLYPROPYLENE SCREEN-HURRICANE SHUTTER'
FABRIC.SPECIFICATION