HomeMy WebLinkAboutSingle Hung Impact WindowSINGLE HUNG - LARGE MISSILE IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
?VIf11DQNN SYSTEMS
SHOWN w/DIFFERENT
OPTIONS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
OCALA, FLORIDA 34474
W W W.CWS.CC
IN ASTM E 1996 PER THE FBC.
8100 PVC
54 318' 2. GLAZING OPTIONS: (SEE SHEET 2)
OVERALL FLANGE WIDTH
I
53 118" MAX. UNIT WIDTH
OVERALL FLANGE WIDTH
3. CONFIGURATIONS: "0/X".
SINGLE HUNG '
j
. .....
I
____—_._.___.—.__
...
4. DESIGN PRESSURE RATING:
IMPACT
GLASS DLO
-NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND
GLASS TABLES ASTNI E-1300-04e07109.
Z 4 �
—
_ — — MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER
r—
�—
it. 73116• _—__
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01109.
'
W p cn w 0 p
k °z
7/ 7;4"
i
�.,...
GLASS DLO
W
Z 0 Z F
MAX. 1
OVERALL' I
i I
I
I
A
5. ANCHORAGE: THE 33 1!3 % STRESS INCREASE HAS NOT BEEN USED
O
u-
En -YOa:Sm
I_ Lu � ZZ F- 3� g =
FLANGE
HEIGHT
�—
- - -
--r
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
WOOD
Z
O
Z = Q D_ W 0 0
O 1- 0 a = r- tr
I!4'
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
Z
I
O
I
63
-- -I-
ANCHOR CALCULATIONS.
p
z- U3 Z H j N
GLASS
DLO
OVERALL I
I
I
1
I
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP
4
�
O Z U o Z O ly 0
1- -
MAX. I
HEIGHT
Q
22'
LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL
OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
<
2}'OFO~Z—
Z,6
UNIT
B
B
HURRICANE WINDS AND FLYING DEBRIS.
3
�'�
HEIGHT
62"
DLOGLASS
w w 0 W Lo w
� O IL M >
-
UNIT
HEIGHT
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
0
w � u)
8
I
1
.1 ....... _..
USED AT FIXED MEETING RAIL A14D JAMB.
[L
ii �W d
7 St�B' I
r 1
8. SERIES I MODEL DESIGNATION SH-8100.
MAX.
SASH I
HEIGHT
C 3 4
X p'• DLO
I ( G ,7 GLASS
I
70 5L.fi
MAX
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
�1�µluy,rrp
%%% ptOR86v 04
ON, I ••"'• r_6
•<�,,•
8 I
SASH
X
X =OPERABLE SASH. O =FIXED SASH
".'A
i
HEIGHT I
I GLASS DI
LO
10, SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
?.,Ji •' No 58201
C i
I
LOCATION.
A •. W
,n
„
11 EXTERNAL WEEP SLOT = 114 x 1 1/4 LOCATED4" FROM BOTH ENDS.STATE
OF
C A
A
12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62".
GLASS DLO
`I 1AX. SASH WIDTH
onto
IL020 O
r 0 Tn
C)
ri7 0 O i
Z2�=
XNE
TABLE OF CORAL NOTES & ELEVATIONS.....1
ING DETAILS...............................2
SECTION VIEWS & ALT. FRAME
EXTRUSIONS & B.O.M.........................4
ANCHOR SCHEDULE & NOTES..........5
INSTALLATION DETAILS.....................6
1 i
--- ZA" -- I
' GLASS DLO
MAX SASH WIDTH
R c IV15D casTurne
2 17-09-22
JULCO % 2020 1 :38-04:00
ST. Lucie County, Permitting
DESIGN PRESSURE
LOCATION
MAX. UNITS IZE
RATING
IMPACT RATING
NON-HVHZ
53-1/8" x 76"
+/- 65 PSF
LARGE MISSILE IMPACT
HVHZ
+/- 67.5 PSF
NON-HVHZ
36" x 62"
+65 / -75 PSF
HVHZ
+67.5 / -75 PSF
zz
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
tAVlN BY; DATE:
AIDE 06/10/08
VG
CWS-155 D
`nLE: SHEET
1:1 1OF6
w
---(
718' OVERALL INSULATED GLASS
118' ANNEALED I�
7/8 OVERALL. INSULATED GLASS
-- 11ANNEALED
y�
7116" AIRSPACE
—711616' AIRSPACE
_
Imo}—
5116" LAMINATED GLASS j I--•
---5116" LAMINATED GLASS
�'•��----
118' ANNEALED
118' ANNEALED
.090" PVB INTERLAYER BY DUPONT
.090" PVB INTERLAYER BY DUPONT
I-
�-•--- 1/8" ANNEALED -� I
— 118" ANNEALED
QUANEX DURASEAL
IG SPACER
QUANEX DURASEAL
! IG SPACER
3
ALB; PURFECT GLAZE "H" OR SIKAFLEX 552
i�8'� PURFECT GLAZE "H" OR SIKAFLEX 552
{12;
1
112" GLASS BITE ,
,i
( 112' GLASS BITE
� 13
GLASS TYPE A
FIXED LITE
--718" OVERALL INSULATED GLASS
~-'_---- 118" TEMPERED
.._.__T...._;....-. .._71l G" AIRSPACE
•---5/16" LAMINATED GLASS
--1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
; •- 118" ANNEALED
QUANEX DURASEAL
IG SPACER
� 61 P-URF�ECTTGLAZE "H" OR SIKAFLEX 552
j��1
,' I-1/2" GLASS BITE
t
C
GLASS TYPE B
FIXED LITE
GLASS TYPE A
SASH LITE
--718" OVERALL INSULATED GLASS
--- 116" TEMPERED
----7116" AIRSPACE
—• 5116" LAMINATED GLASS
— 118" ANNEALED
-•••- .090' PVB INTERLAYER BY DUPONT
1 VVINDOW'l®TEMS�
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE
HUNG
IMPACT
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un J N W
D
0
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a;_a0:aN
--- 118 ANNEALED
i QUANEX DURASEAL
i' IG SPACER
titil PURFECT GLAZE "H" OR SIKAFLEX 552
-----'-...... -'�
112" GLASS BITE
9122I2017.-__•.,il
LUCAS A. TURNER, P.E.
FL PE # 58201
I
1239 JABARA AVE
x NORTH PORT, FL 342B8
PH. 941-380-1574
SHEETDESCRIPTION
O GLAZING DETAILS j
DRAWN BY: DATE:
ADE 10108
D4YG
GLASS TYPE B ' SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
SASH LITE scnLE SHEET
1:1 2 OF 6
SECTION VIEW A -A
NO SWEEP LOCKS ALLOWED
FOR UNITS 36" x 62" AND UNDER.
ITEMS NOT SHOWN FOR CLARITY:
22, 27-28, 33-37, 43-45
INTERIOR
ALTERNATE FIN FRAME
INTERIOR
SECTION VIEW B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
SECTION VIEW C-C
SWEEP LOCK REQUIRED
FOR SIZES OVER 36" x 62".
WINDOW SYSTEFIS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.00
8100 PVC
SINGLE HUNG
IMPACT
a z �: dzo
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESORIPTION;
SECTION VIEWS
'.AWN BY; DATE:
ADE 1 06/10/08
JG #.-- REV.._-.—___..1
CWS-155 D
ALE: SHEET
1:2 3OF6
_1.
PARTS UST
ITEM
PART#
DESCRIPTION
MATERIAL
VENDOR
1
K6031
Frame Head, Fig, Single Hung
PVC
MIKRON
2
K6031
Frame Sill, Fig. Single Hung
PVC
MIKRON
3
K6031
Frame Jamb, Fig. Single Hung
PVC
MIKRON
4
H-1836
Alum. Fixed Meet. Rail
ALUMINUM
KEYMARK
5
S-6063
Fixed Rail Cover
PVC
MIKRON
6
K6027
Sash Top Rail
PVC
MIKRON
7
K1497
Reinforcement for STIR
ALUMINUM
KEYMARK
8
K6028
Sash Bottom Rail
PVC
MIKRON
9
K1699
Reinforcement for SBR
ALUMINUM
KEYMARK
10
K6004
Sash Side Rail
PVC
MIKRON
11
S-1498
Reinforcement for SSR
ALUMINUM
KEYMARK
12 1
S-6064
Glazing Bead
PVC
MIKRON
13
P-3118
Keeper, Sweep Lock
ZINC
SULLIVAN
14
P-3541
#8 x 1/2", Pan Head, Tek
STEEL
FASTENAL
15
P-4632
Sweep Lock
ZINC
SULLIVAN
16
P-4633
Barrel Fastener
STEEL
FASTENAL
17
Block & Tackle Balance
STEEL
CALDWELL
18
Purfect Glaze "H" or Sikaflex 552
SILICONE
HENKEUSIKA
19
Sash
SEE SHEET 2
GLASS
CARDINAL
20
Fixed
SEESHEET2
GLASS
CARDINAL
21
P-3429
Wsl ., 0.270 x 0.187 back FinSeal
NYLON
ULTRAFAB
22
P-4638
#8 x2-1/2 PH Mod. Truss, Type A, TEK 2
STEEL
FASTENAL
23
#10 x 1 1/2" Panhead SMS
STEEL
FASTENAL
24
Flat Washer
STEEL
FASTENAL
25
S-6014
Screen Catch
PVC
MIKRON
26
S-6013
Screen Support
PVC
MIKRON
27
P-4051
#8 x 1 1/4" Ph Ph TEK, Wht
ZINC
FASTENAL
28
P-3748
#6 x0.625" Quad Ph TEK, Whl.
ZINC
FASTENAL
29
P-3783
Impact, Lock
STEEL
INTERLOCK
30
P-4069
Impact, Keeper
STEEL
INTERLOCK
31
P-4264
#8 x 314 PH PH w1t16 Head. TEK. W ht
STEEL
FASTENAL
32
P-3218
Screen Frame
ALUMINUM
ALLMETAL
33
P-3321
Screen Corner Key
PLASTIC
M&M
34
P-3228
Screen Spline
RUBBER
DAPA
35
P-3581
Screen Cloth
VINYL
WIER
36
P-3033
Screen Spring
STEEL
HURLEY
37
P-3029
Screen Pull Tab
STEEL
HURLEY
38
P-3352
Set. Blk. 85 Dur. 1/8" x 5/8" x 2"
RUBBER
FRANK LOWE
39
P-3768
#8 x 5/8 Phil Pan Zinc
ZINC
FASTENAL
40
P-4479
Weepcover
PLASTIC
M&M
41
P-3113
Screw Support
RUBBER
TEAM
42
P-6025
Sash Stop
PVC
MIKRON
43
P-3059
Sash Cam
PLASTIC
M&M
44
P-3295
Take Out Clip
STEEL
SUMMIT
45
P-3342
Seam Sealer
SILICONE
SCHNEE
46
P-3752
Hole Plug
PLASTIC
M&M
47
1-1-6048
Frame Head, FIN, Single Hung
PVC
1 MIKRON
48
P-4959
Wst ., 0.420 x 0.187 back
NYLON
I ULTRAFAB
F— 2 3116" --1
PVC FRAME FLANGE-6031 PVC SASH BTlvl. RAIL-6028 PVC SASH TOP RAIL-6027
1 112—
i
� T -
2v6,. 17I
1118" I I '
9115" 1518" 2 118"
,f 1• I U +
- 2"�� PVC SASH SIDE RAIL-6004 FIXED RAIL- 1836
1—
PVC FRAME FIN-6048
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
- 1 5116" ]
9116°
'
'
1/2"
713" �
26
L.....1
15116"
,
.� .
�J-
,r1s"
1045„
L
PVC SASH STOP - 6025
PVC SCREEN CATCH - 6013
PVC FIXED RAIL COVER -6063
3I76l9-;
—~
11)
151
15/16" lltf"
T 1/16"
't L__
1?76"
REINF. S.B.R./S.S.R. - 1498
REINF. BTM RAIL-1699
REINF. TOP RAIL-1497
FRAME CORNER
CONSTRUCTION I'
�g
VVINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
CORNER WELD
(ALL SIDES)
SINGLE HUNG
1:8
IMPACT
a
H
Z � <Z�
0w0 wwow
w
Z O Z IY -- H
OW
�' OF
Z
F- w Z 3: m =
Z=M¢ofwO0
O
U
01-06<MF-oY
Uyl- o.FU)a
Z
FIXED MEETING RAIL
0
Z- U Z I- -
U`
SCREWED TOGETHER WITH
OUTERFRAME
Z
Q
O U r/j U
I= Z LL :20 O LL Z
1:8
C�OF
Li
Zt-
�(nU�O q
LL. LuJNw
-QF-
Za.
0
u1l=O� w
CL
a w ow.
-
5/16" Lr
PVC SCREEN SUPPORT - 6014
I
718°
1L
PVC GLAZING BEAD-6064
1 /2" ---
3/16' ��...
3" y
SCREW SUPPORT-3113
O E A!
C I--,-
4,
N No 58201
ro:
'P . STATE OF
LUCAS A. TURNER. P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE 06/10/08 I
CWS-155 D
ALE: SHEET
1:2 4OF6
_.,
15" MAX
6" MAX.
6" MAX.
14"
MA:
(TY
4'
4'
ANCHORLAYOUT- (FLANGE)
SIZES OVER 3G" x 62"
MAX. (TYP.I
MAX. (TYP.)
1AX. O.C.
TYP.)
I,ti G NAIL
ANCHOR LAYOUT - (FIN)
SIZES OVER 36" x 62"
hrv'.11
6" MAX. (TYF
6" MAX. (TYF
10 13116"
MAX. O.C.
(TYP.)
4" (TY
4" MAX. (TYP.)
4" MAX. (TYP.)
S"
MAX. O.C.
(TYP.)
_ MT6 PAIL
ANCHOR LAYOUT - (FLANGE)
SIZES 36" x 62" AND UNDER
ANCHOR LAYOUT - (FIN)
SIZES 36" x G2" AND UNDER
am
.VINDOVY SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE
HUNG
IMPACT
I
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rw
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NOTES:
I
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
�Z
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
9/22/2017
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
LUCAS A. TURNER. P.E.
BE PROTECTED TO PREVENT REACTION.
FL PE # 58201
1239 JABARA AVE.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT, FL 34288
SPECIFIED IN TABLE 1, SHEET G.
PH. 941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CNIU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
ANCHOR SCHEDULE ANDI
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN BY: DATE:-- -
I 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
(
ADE 06/10/08L....__......__._...__.�
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
DING N; Rev:
CWS-155 D
W. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
SCALE:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA,M/DMA 250(BOX WINDOWS), FMA/AAMAAWDMA 300(EXTERIOR DOORS)
SHEET
1:25 5 OF 6
SUBSTRATE BY OTHERS -
SEE TABLE 1
PERIMETER SEALANT------
BYINSTALLER
INSIDE AND OUT
i
SEALANT BEHIND --'
FLANGE BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND --•�
FLANGE BY INSTALLER
PERIMETER SEALANT
BYINSTALLERINSIDE AND OUT
SUBSTRATE BY OTHERS -
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDME
SEE TABLE 1
L1!4" MAX. SHIM
MAX. SHIM
MIN. EMBEDI
SEE TABLE 1
I--i— MIN. EDGE DIST.
SEE TABLE 1
Hq N VERTICAL SECTION
TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
-i
tf4" MAX.SHIA9-- --
SEE TABLE 1
--SUBSTRATE
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEETABLE
INSTALLATION
SEE TABLE 1
`— PERIMETER SEALANT
BYINSTALLER
INS DE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE- (2.0 KSI MIN.)
3116" ITW TAPCON
1-1/2"
1-118"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITN TAPCON
1"
2"
FLANGE
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
1"
1"
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3116" ELCO ULTRACON
1-114"
2-1/2"
FLANGE
2X MIN. SOUTHERN P114E (G=0.55)
3116" ITN TAPCON
OR ELCO ULTRACON
1318"
7/8„
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
910 WOOD SCREW
1318"
7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7116"
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
118" STEEL (33 KSI MIN.)
910 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125`
7/16
FIN
2X MIN. SOUTHERN PINE (G=0.55)
198 WOOD SCREW
1-V2"
MIN. EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS
SEE TABLE 1
114" MAX. SHIM ---i
_ I
_._.._--_ _-_
c many, "
WINDOW sysTEMS
1900 SW 44TH AVE. '
OCALA, FLORIDA 34474
WwW.CWS.CC
j
8100 PVC
SINGLE HUNG
ETABLEI�ENT
S IMPACT
-�
a ;�_ z i-� ¢zo
`—PERIMETER SEALANT Z W W p Q IW- Z W
nn BYNSTALLER w Z O Z X I -�
Lt� INSIDE AND OUT O U) - } O It ?: m
a i
-----INSTALLATION ANCHOR Z Z =2 < af W o p
SEE TABLET O O1-O(j¢=Fm
SEALANT BEHIND O U v) I- z a F- 0 d
FIN BY INSTALLER Z ZOO 1- Z j L�j m
C �, HORIZONTAL SECTION ¢ F- Z U. zQ O LL Q
�6. TYPICAL FIN ANCHORAGE } ¢ O W F O Z
Z
- HEAD AND SILL SIMILAR FOR FIN INSTALLATION � U) 2 O
e00
LL ZfnWa �QJLOF-
_
=~ix W
G. mv1
I- G- m � d
PERIMETER SEALANT•-/
BYINSTALLER �/
INSIDE AND OUT
D HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN, 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT. FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
No 58201 �1
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+90: STATE OF
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LUCAS A. TURNER. P.E.
FL PE 1158201 j
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
fiCET ................
INSTALLATION DETAILS
RAWN OY: DATE: —
ADE 06/10/08
CWS-155 D
cAiE. SHEET
1:2 6OF6
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 155D
August 28, 2017
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at up
to +/-67.5 PSF, 36" x 62" unit size at up to +67.5/-75 PSF, 7/8" insulating Glass consisting of 1/8
Annealed or Tempered outboard lite — Air — 5/16 Laminated (1 /8Ann-.090PVB-1/8Ann) inboard lite
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-155D, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3668-1, -IA, -2, -2A, 3669-1, -1 A, -2, and -2A, by National Certified
Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing
performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005
4) Supplemental Calcs. to support CWS-155D, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-155D.
Limitations of Use: This product:
• May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heiglits as
shown in CWS-155D
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered
required above 30 ft in HVHZ) —Ai-- 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11117.02t
• Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.1 Ot
fi I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`h Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
RE 4t, a+trr�t
Lucas
Turner
:� 8/28/2017
2017-08-30
�' ;Lucas A. Turner, P.E.
a t
15:59+20:00
STAT E, OF FL PE #58201
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