HomeMy WebLinkAboutEZ Screen 1 Reynolds3
OPTIONAL COURTESY
STRAPS OR GROMMET
f® TOP AND/ OR BOTTOM **NOTE: OVERLAP DETAIL IS OPTIONAL.
SCREEN MAY BE SINGLE OR MULTI —PANEL
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
_--- STRAP & BRACKET
I
MIN. 20 MIL
1 POLYPROPYLENE SCREEN STRAP & BUCKLE
70" MAXIMUM ON CENTER
STRAP & BUCKLE
I
W
J OVERLAP
ONE SPACE
--------� i— — ---------------- #3 GROMMET-
- — — — — — — — — — — — — — — — — —
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3 GROMMET r2" THERMO—SEALED POLYPROPYLENE WEBBING
I FRONT AND BACK PERIMETER OF SCREEN I°
-----------------------------------------
1", TYPICAL AT EDGE 17'-8" or W (CLEAR SPAN)
TYP. EXTERIOR ELEVATION i
GENERAL NOTES: SCALE: N.T.S.
1. CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX' HAS BEEN DESIGNED
AND TESTED IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE - 6TH
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT,
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE
EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS
MAXIMUM ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS
UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL PLOYPROPYLENE, WOVEN USING 138
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE
BREAKING TEST STRENGTH OF 15 LBS.
6. GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT 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 SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES: +/- 60 PSF
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9
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No
NOTE:
-FASTENING OF SCREEN SHALL BE GROMMETS, STRAP &
BUCKLE, STRAP & BRACKET, OR ANY COMBINATION. ONLY
ONE TYPE OF CONNECTION IS PERMITTED PER SIDE.
-CONNECTION WRAPS OF SUPPORT POST ARE PERMITTED.
-ONLY BUCKLES CAN BE PLACED ON OPPOSITE SIDE ON
ONE SIDE OF SCREEN TO ALLOW FOR EGRESS OF OPENING
GLASS SEPARATION + SCREEN DEFLECTION TABLE W/O STORM BARS
W (CLEAR SPAN)
212"
192"
168"
144"
120"
02" or LESS
SEPARATION DISTANCES BETWEEN
33.1"
31"
28"
25"
22"
151,
PROTECTED GLAZING AND SCREEN
AT ZONE 4 AND ESSENTIAL BUILDINGS
SCREEN DEFLECTION TABLE W/ STORM BARS
W OR CLEAR SPAN
96"
84"
72"
60"
48"
36"
30"
TOTAL DEFLECTION OF SCREEN
*1.4"
*1.4"
*1.4"
*1.4"
*1.4"
*1.2"
*1"
AND STORM BAR SYSTEM
SEPARATION DISTANCES
BETWEEN PROTECTED GLAZING
5.1"
5.1"
5.1"
5.1"
5.1"
5.1"
5.1"
AND SCREEN AT ZONE 4 and
ESSENTIAL BUILDINGS
*TOTAL DEFLECTION OF THE SYSTEM FOR POSITIVE PRESSURES. GLASS
SEPARATION OF I" IS REQUIRED.
PRODUCT LABEL:
JSTON HUFRICANE PFODJC-S
2024 53th Ave Cirnle East
3radentan, FL 3_1203.
THIS 'RCDUCT SHALL BE INSTALLED lND USED ONLY AS INTENCED
'ER TH- II\STALLATIOH INSTRUCTIONS. THIS PRODUCT DOES NCT
IFFY ASTNI D 1929, ASTPi E84, AS -NI D2 ti. ASTPA Dr35, AL\IA 1600,
DR AS -Id C15, AS ki D''526, AS -IAA D256
-LORIDA B UILDIN(S C ewiiSSION A'PP01IAL: EL# 141 1).1
TES- STMI IDAFDS: TAS 201, TAS 2i-, -AS 203, i\ST\I E33U-02
CPENINC �
DO NOT REN,10VE LABE_
GROMMET SPACING TABLE
60 PSF
W
SPACING
SHEAR REACTION
17'-8
7" O.C.
309
16'-0
7" O.C.
280
14'-0
8 O.C.
280
12'-0
10" O.C.
300
10'-0
12" O.C.
300
8'-6"
OR <
14" O.C.
298 #
NOTE: GROMMETS SHALL NOT BE USED
IN TRAP MOUNT CONFIGURATIONS
LOADS ARE PER FASTENER
LOADS ON STRUCTURE
60 PSF
W
TENSION
SHEAR
17'-B
1097 FT
531 FT
16'-0
993 #41ET
480 FT
14'-0
869 FT
420 VIET
12'-0
745 FT
360 FT
10'-0
621 FT
300 FT
8'-6"
OR <
528 #/FT
255 #/FT
0
SHEAF ,
NOTE: FOR LOADS ON STRUCTURES FOR
WIND PRESSURES LESS THAN 60 PSF,;
VALUES IN THE TABLE MAYBE
OBTAINED BY THE FOLLOWING FORMULA: u
jfflGlo
FL; 0.: o(Auth. N 8371
2017 Fiesm Mir Suile 4
S—.m, FL 34231--
(941)927-8525/F-(941)927-8075
David G. Kamre, PG
FL. aWi_i-0 52677
VALUE FROM TABLE X PRESSURE DESIRED / 60 PSF�I=I`e kj✓,,� 20 t
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08/02/2017
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MIN. 20 MIL
POLYPROPYLENE SCREEN
#3 GROMMET
2" THERMO—SEALED POLYPROPYLENE WEBBING
FRONT AND BACK PERIMETER OF SCREEN
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OPTIONAL COURTESY
NOTE: TYPICAL 14 O.C. FOR BRACKETS & BUCKLES U.N.O. GROMMET
SEE SHEET 2.1 a THRU 2.1 f
TYP. EXTERIOR ELEVATION
SCALE: N.T.S. 1
FASTENER APPROPRIATE FOP
SUBSTRATE
GENERAL NOTES:
1. CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX' HAS BEEN DESIGNED
AND TESTED IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE - 6TH
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT,
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE
EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS
MAXIMUM ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS
UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL PLOYPROPYLENE, WOVEN USING 138
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE
BREAKING TEST STRENGTH OF 15 LBS.
6. WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT
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 SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES: +/- 60 PSF
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9
2" THERMO—SEALED
POLYPROPYLENE
WEBBING FRONT AND
BACK PERIMETER OF
SCREEN
PRODUCT LABEL:
CUSTCV HUEEICANE PROD'-CTS
2024 58th Aie Ci-cle East
EraJei=. =L 342 ,3
THIS FRCiUCT SHAI EF INST�l FD AND USFD -)NI)' AS INTFNDFD
PER THE NS-A_LATLDN INSTRJC-IONS. TFIS PRODUCT D: ES NOT
LI-ET ASTI/I D' ;25, 4STI I E84, o,SPd -_2843, ASTI/ D535, AAhIA 1 C:,C,O,
OR AS-V G15, ASTNI D252E, ASTNI E,256
F_O=IEA B JI_DII IG COIF/ ASSI0I 1 APPP_A/Q: FLP 141 ' 0,'
TEST STAIDARDS: -AS 201, ToS 202, -AS 203, ASTH E330-02
OP=NINC #
CO NGT E-Ii1ONE L�3-L
FASTENER APPROPRIATE FOR
SUBSTRATE.
MOUNTING BRACKET
PASS STRAP THROUGH
SLOT IN MOUNTING
BRACKET
z
CONCRETE, STEEL,
OR WOOD SUBSTRATE
PASS STRAP THROUGH
CAM —LOCK BUCK TO
REMOVE SAG FROM
SCREEN FABRIC
OPYLENE SCREEN FABRIC
MOUNTING SECTION
SCALE: 3"=1'-0" 2
BUCKLE STRAP
STITCHED TO FACE OF
SCREEN FABRIC
BED/
ADJUSTABLE STRAP
STITCHED TO WEBBING
SCREEN FABRIC
'i
<4. e
MOUNTING SECTION
SCALE: 3"=1'- O" 3
ICKai -ins
Engineering
Group, Inc.
FL Crn .rMlh. k 8371
2017 E sU Dnvc, Sui¢ S
S FL 35231' --
(94 92 525/ F_c (941) 927-8075
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08/02/2017
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FASTENER APPROPRIATE FOR Y
SUBSTRATE. r /,ARF
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TRAP MOUNT SHALL BE VERTICAL Z
W/ EDGES AGAINST THE 0
STRUCTURE ON ALL SIDES. o
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NOTE: TRAP MOUNT IS ACCEPTABLE FOR
BRACKET ONLY AND NOT FOR ACCEPTABLE
FOR GROMMETS
TRAP MOUNT
SCALE: 3"=1'-O" 2
GENERAL NOTES:
1. CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX' HAS BEEN DESIGNED LO
AND TESTED IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE - 6TH
EDITION CHAPTER 16 AND TAS 201, 202, AND 203 FOR LARGE MISSILE IMPACT, `V
AND MEETS THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THE
EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES) SHOWN IS
MAXIMUM ALLOWABLE WITHOUT SITE -SPECIFIC ENGINEERING. LENGTH IS
UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL PLOYPROPYLENE, WOVEN USING 138
POLYESTER THREAD, TANARA THREAD BY GORE WITH MIN. TENSILE
BREAKING TEST STRENGTH OF 15 LBS.
6. WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE HVHZ, EXCEPT
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 SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE ACCORDING TO
'EZ-SCREEN' BRACKET TABLE AND FASTENER MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES: +/- 60 PSF
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE WITH FBC-1709.9
2.500" 2.500" 2.500"
0
r,
0.187"
MIN, TYP.
TYP.
TRUSS CONNECTOR
SIDE VIEW
0.125" MIN.
THICKNESS
2.500"
0.500"
Lo
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0.500" ^ o
" 00.468"
0
0
0
ri �L
0.125" MIN.
1 188" THICKNESS
TRUSS CONNECTOR
FRONT VIEW
MOUNTING SECTION
SCALE: 3"=l'-O" 1
2.500"
V00.312"
0.187" TYP.
MIN, TYP.
icy
0
0.125" MIN
THICKNESS
2.500"
1.625"
Karins
Engineering"
Group, Inc:,
rL. cca. arn'm6. # sn(
. -. 2017 Fiesta nHvc; suite4
_ .suis ,FL34z71
(44 q 927-8525/ rex (94 q 927-9075
David G. Kanns, PE
.: rL. jkglsio N 52677 _
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08/02/2017
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GENERAL NOTES:
1. CUSTOM HURRICANE PRODUCTS'EZ-SCREENS MAX' HAS
BEEN DESIGNED AND TESTED IN ACCORDANCE WITH 2O17
FLORIDA BUILDING CODE -6TH EDITION CHAPTER 16 AND TAS
201, 202, AND 203 FOR LARGE MISSILE IMPACT, AND MEETS
THE NON -POROUS REQUIREMENTS FOR OUTSIDE THE HIGH
VELOCITY HURRICANE ZONES
2. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN THE
DESIGN OF THE EZ-SCREENS.
3. ADEQUACY OF EXISTING STRUCTURE SHALL BE
DETERMINED BY OTHERS.
4. UNIT HEIGHT (DISTANCE BETWEEN SUPPORTED SIDES)
SHOWN IS MAXIMUM ALLOWABLE WITHOUT SITE -SPECIFIC
ENGINEERING. LENGTH IS UNLIMITED.
5. SCREEN FABRIC SHALL BE MIN. 20-MIL PLOYPROPYLENE,
WOVEN USING 138 POLYESTER THREAD, TANARA THREAD BY
GORE WITH MIN. TENSILE BREAKING TEST STRENGTH OF 15
LBS.
6. WHERE GLAZING SEPARATION IS NOT REQUIRED OUTSIDE
HVHZ, EXCEPT 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 SHALL HAVE POROSITY <= 10%.
7. MOUNTING BRACKET SHALL BE FASTENED TO SUBSTRATE
ACCORDING TO'EZ-SCREEN' BRACKET TABLE AND FASTENER
MANUFACTURER DIRECTIONS.
8. MAX. ALLOWABLE DESIGN PRESSURES:
+/- 60 PSF
9. SEE SHEET 3 FOR FABRIC SPECIFICATIONS.
10. THE PRODUCT SHALL BE LABELED IN ACCORDANCE
WITH FBC-1709.9
ED
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PROVIDE 2"x2"x1/8" ALUMINUM ANGLE
ON EACH SIDE OF TUBE
ATTACHMENT OF TUBE TO ANGLE: SHALL BE CONNECTED WITH
(2) #8x1-1/2" PAN HEAD SELF DRILLING SCREWS
ATTACHMENT OF ANGLE TO WOOD OR CONCRETE: SHALL BE
1/2"0 x 2-1/8" ANCHOR INSERT WITH (1) 1/4"0 x 1-1/4"
TRUSS HEAD MACHINE SCREW.
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
ISOLATING DISSIMILAR METALS
GROUND MOUNT DETAIL
SCALE: N.T.S. 5
W
(n (n
W W
O Z
2'-6 3/4" MAX. 2'-6 3/4" MAX.
1
— — — — — — — — — — — — — —
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= 17'-8" MAXIMUM
STORM -BAR
RISER DIE (OPTIONAL)
SCALE. 1 = 1 `3
2
/8"
STORM -BAR BAR D I E
SCALE: 1 = 1 4
GROMMET, STRAP AND BUCKLE,
OR STRAP AND BRACKET. SEE
SHEET 1 AND 1.2
2" THERMO—SEALED
POLYPROPYLENE WEBBING FRONT
AND BACK PERIMETER OF SCREEN
STORM -BAR ELEVATION
SCALE: N.T.S. 1
2x3x.125 6061—T6 ALUMINIUM TUBE
RISER 2x2x.125 6061—T6 ALUMINIUM
(OPTIONAL FOR ADDITIONAL SEPARATION)
UP TO 8'-0"
4"
4"
ATTACHMENT OF TUBE TO RISER: SHALL BE CONNECTED
WITH
(2) #80-1/2" PAN HEAD SELF DRILLING SCREWS AND
EPDXY
ATTACHMENT OF TUBE OR RISER TO STRUCTURE: SHALL
BE
1 /2" 0 x 2-1 /8" ANCHOR INSERT WITH (1) 1 /4" 0 x 1-1/4"
TRUSS HEAD MACHINE SCREW.
Karins
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR
Engineering
KGr, .pn..
ISOLATING DISSIMILAR METALS
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2017 Ficsla Dnvc, SU4.4
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STORM -BAR SIDE VIEW
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