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Product Approval Menu > Product.or Application Search > Application Ust > Application Detail
JAN 1 4 ..
a r x FL # FL1617 - ��Z�
� Co�
Application Type RL4isio Permittin
Code Version � 0 _ 9 Departrient
F
iii rr�PLul.
Co nt�Application Status Approved(�GJ
Comments REVIEWED F
Archived 3ODE COMPLIANCE
Product Manufacturer Custom Window System 1. LfBocc
IECON YAddress/Phone/Email 1900 SW 44th Avenue VILt
Ocala, FL 34474 r
(352)368-6922 Ext291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop '
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave.,
Ocala, FL 34474
(352) 368-6922 Ext291
.- jlathrop@cws.cc -
Category
Windows
Subcategory
Single Hung
\ 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 • Lucas A. turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2030
Validated By Steven M. Urich, PE
f Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL16177 R3 COI EvalReport812D,pdf
Standard
AAMA/ W DMA/CSA/101/I.S.2/A440
ASTM E1886-13a
ASTM E1996-17
PA TAS 201/202/203
Year
2008
2013
2017
1994
Equivalence of Product Standards
Certified By
1
Florida Licensed Professional Engineer or Architect
FL16177 R3 Equiv 8100 LM Equivalency_pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/08/2020
Date Validated 08/09/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
16177.1
SH-8100 PVC Single Hung
SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16177 R3 II CWS-812D.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +70/-70
Evaluation Reports
Other: SH-8100 PVC Impact, no sill anchors required. Safety
FL16177 R3 AE EvalReport812D.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass
Created by Independent Third Party: Yes
complies to ASTM E1300.
Back Rlext
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. g orght 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
mall 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:
Cr6ditCard
securitymu.-ir
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS....,1
GLAZING DETAIL................................2
SECTION VIEWS.................................3
EXTRUSIONS & B.O.M........................4
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS....................6
SINGLE HUNG - LARGE MISSILE IMPACT
MAX. SASH WIDTH
.GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
QMyEpMqSd
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
OCAI A, FLORIDA 34474
IN ASTM E 1996 PER THE FBC.
WWW.CWS.CC
2. GLAZING OPTIONS: (SEE SHEET 2)
8100 PVC
3, CONFIGURATIONS: "O/X".
SINGLE HUNG
4. DESIGN PRESSURE RATING:
IMPACT
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01109.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
a
Z 3 C
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
o
w -j ¢ w
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET
w
9
ZOZ 0:—�I_
H � >- O w
w
6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR
z
O
Z
0 r- O w 0 0
Cd=1.6 WAS. USED FOR WOOD
ANCHOR CALCULATIONS.
y y z-
inZ
D
Z Z
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
a
1= i0,,1 O LL Z
'S O W ti € O —
o O
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
y p W
y
USED AT FIXED MEETING RAIL AND JAMB.
rr
Z a Og r
Ox
8. SERIES / MODEL DESIGNATION SH-8100.
L
�
x a 3 W y
a
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, O = FIXED SASH
10 SECTION APPLY TO ALL ELEVATIONS IN ASIMILAR
plll 1pfl//
LOCATIION.ALLOUTS
11. EXTERNAL WEEP SLOT =1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS.
* No: 58201
MAX. UNIT SIZE
DESIGN PRESSURE
IMPACT RATING
RATING
51-7/8" x 61-3/4"
+/- 70 PSF
LARGE MISSILE IMPACT
Lucas Turner
2020.08.06
14:50:45
-05'00'
8/05/2020
-
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
- IGENERAL NOTES AND
ELEVATIONS
BAT
06/18/12
v.
CWS-812
D
'ALE:
SHEET
1:15
1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA W74
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
a Z ¢Z3:
P owp awnp
Z W-
W Z O Z - ?
� F•W�ZO��2
7/8" OVERALL INSULATED GLASS 7/8" OVERALL INSULATED GLASS Z Z = Q D: W p 0
O 01-0d<=Ifw
1/8" ANNEALED OR TEMPERED 1/8" ANNEALED OR TEMPERED 0 Z Cn� Z Z CL P j d
F rA
7/16" AIRSPACE 7/16" AIRSPACE Q � Z U 0:32 Z O- Z
5/16" LAMINATED GLASS 5/16" LAMINATED GLASS mg F- U Z ui
1/8' ANNEALED 118' ANNEALED W OW O u) 0 W fA W
zU)a OJm/-
.090' PVB INTERLAYER .090' PVB INTERLAYER d = w 0 }
p W I- O (L X:
1/8" ANNEALED 1/8' ANNEALED a F D. Of a
QUANEX DURASEAL or, QUANEX DURASEAL or,
CARDINAL XL EDGE or, CARDINAL XL EDGE or, 4 PURFECT GLAZE °H' OR SIKAFLEX 552
KODISPACE 4SG TPS 4 PURFECT GLAZE "H"ORSIKAFLEX552 K0DISPACE4SGTPS \\\
I.G. SPACER I.G. SPACER `rNo.
��Gp50. 7_U{j�
14 1/2" GLASS BITE 14 *2018231/2" GLASS B1TE �`
STATE OF
A,ORAr
41rnm\\\\
SASH LITE 8/05/2020
FIXED LITE
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc TrI
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
- DWG#: REV.:
CWS-812 D
SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1;1 2 OF 6
INTERIOR
WINDOW SYSTPeN1S
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wWw.Cws.CC
4 3 7 53 1 3 13 3 32 4 4
8100 PVC l
SINGLE HUNG
o
a
IMPACT
J
Z Br C Z
QwO
�lJ
14
-
3
Z
a'aN�}o
WJOO 00
K�
LL
64
3 14 54 14 8 88 63 19 4
O
OFOZMI-�a
SECTION B-B
O
ZO Z V uj Z 7 V N
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
>-
D
. ¢ u. w O = LLO Z
QyOy - t- C Z
14
39
Pam.
LL V LLJ co
?—D �O_y
w 0
2 28
Ix
WMH
.F a 3w
2 3
1
ae INTERIOR
p\��1pSnTu�����i�
got* ZO!
9 No.68201
Wz
9TATt:OF
Its
85
10
88
8
3
8/05/2020
to 1
8
LUCAS A. TURNER, P.E.
2
4
FL PE # 56201 ;
3
2428 Old Natchez Tre Trl j
30
Camden, TN 38320
PH. 941-380-1574
�o
SHEET DESCRIPTION:
SECTION A -A
SECTION VIEWS
DRAW v:
D TE:
BAT
06118/12
D
REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY:
CWS-812
D
CAS :
SHEET
20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67.68
1:2
30F6
2
x
74 1 P-3541 1#8 x 1/2", Pan Head, TEK I Steel 1
LINE ITEMS NOT USED:
6, 7, 11, 15-17, 21-22. 29, 31, 33-36, 41.43, 46, 49-50, 55, 57�1, 69
PVC FRAME
FLANGE
H-6222
7/8"
9/18"
3
8 --IF�-11i6"
REINF, IMPACT HOOK -1112
1 5l18
0
7I '
1l16"
PVC SASH STOP -6025
5/8"
5(1 ; 13
REINF.
S-2129
1 16118"
l� 10
16/8" `-� 1116"
�q a
PVC SASH PULL
RAIUSTILE H-6223
131116'
�J
PVC SASH
RAIUSTILE
H-5226
1 1/16"
7118' 18
1/18"
PVC SCREEN
CATCH
S-6226
314'
23
1511j 6" 1116"
REINF.
H-2123
1 5118'
6
7i— 1/16•
6 "
-
IMPACT HOOK
S-1577
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
23116"—�j
1 5I- 6"
L 6
PVC SASH MTG
RAIL
H-6224
1 9118'
1
2V�
MTG RAIL
H-2121
ill 1.6' _
13N6-4---�
PVC MTG RAIL
COVER
S-6228
1l16"
REINF. SASH MTG
RAIL
H-2124
FRAME CORNER
CONSTRUCTION
I$
CORNER WELD
(ALL SIDES)
1:8
3
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
114' I I 18
1118"
PVC SCREEN
SUPPORT
S-6227
nL/ 1a
PVC GLAZING
BEAD
S-6237
Como
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z R. ¢ p5
❑nO flsci
fitw 2 Z❑ qm�m
U.
O O�FOawt;=
kWOO
z Z h0:
Q 00=ZpVU
Q �o�} :6g
it ZLIL �aONv~i
a � , Pwa.
No: 58201
Y
STATE bF
8/05/2020
LUCAS A. TURNER, P.E.
FL PE 9 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380.1574
METOEe PTION:
BOM AND EXTRUSIONS
2A N SY: DATE:
BAT 06/18/12
G REV.:
CWS-812 D
-ALE: SHEET
1:2 4OF6
WINDOW SYSTEMS
s" MAX. (TYP.)
17" MAX O.C. (TYP.)
1900 SW 44TH AVE.
6" MAX (TYP.)
OCALA, FLORIDA 34474
--
-- --
WWW.CWS.CC
I
I SEE NOTE 2
8100 PVC
MAX O. C.
I
I
SINGLE HUNG
(TYP-)IMPACT
INSTALLATION
ANCHOR (TYP.)
I
I
Q
Z ¢Z0
im ci
I
I
Z
WJ❑ ¢FW❑W
W
Z O Z F Z F
— �MTGRAIL
O
O
O
O I- O V Q 2 I.- K
U)
4° (TYP.)J
Z- Z Z l.- n U)
OOUZOWZO
I
I
Q
V
3WODZ<0FOZ
X
MAX. O.C.
���0101/� yWrOw
LLA WO-1rnF-
(TYP-)
Za. = }p W
I
I
I
I
CI
x Lu� a_
~ a _
4" (TYP.)—j - - - - - -
ph
4" (TYP•) NO ANCHORS REQUIRED IN SILL A.7U�
*t No. 68201
ANCHOR LAYOUT - (FLANGE) 0
STA7EOF
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL.
'�HI11111�"
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN Ill 6" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
8/05/2020
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
LUCAS A. TURNER, P.E.
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
BE PROTECTED TO PREVENT REACTION.
FL PE # 58201
2428 Old Natchez Trc Trl
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
Camden, TN 38320
SPECIFIED IN TABLE 1, SHEET 6.
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.
SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
ANCHOR SCHEDULE AND
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:
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.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
BAT
06/18/12
DWG n:
CWS-812
REV.:
D
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS)
SCALE:
1:15
SHEET
5 OF 6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN, EMBEDMENT
PERIMETER SEALANT
SEE TABLE 1
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
114' MAX SHIM
INSTALLATION
SEE TABLE 1
CONTINUOUS DOUBLE 3116' BEADS OF
TREMGLAZE U1600 SEALANT AROUND
PERIMETERATALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER,
SEALANT BEHIND
114' MAX SHIM
FLANGE BY INSTALLER
PERIMETER SEALANT
MIN. EMBEDMENT
BY INSTALLER
SEE TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
q VERTICAL SECTION
8 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE -
ANCHOR TYPE
MIN, EMBEDMENT
MIN, EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-1/2"
1-1/8"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
2".
CONCRETE (2.85 KSI MIN.)
3/16' ELCO ULTRACON
1"
1"
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
2XMIN. SOUTHERN PINE (G=0.55)
3116" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1.Ta"
7/8"
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR CtW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0,060"
7116"
-
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
716"
INSTALLATION
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX SHIM
BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W,CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
.� Z �: QZ3'
❑WO a OC
W-j❑ Z
❑ ZNZ OD 3
ti �IL3� 3=
O OF-0woo
U U(nrZafA0.
Z❑ Z-�-Z �y
a oZVCnZOuti
a u. ooXZZ
Ia � tot/��vi
W Zw1 0-itAIW-
No. 58201.
STATE OF
\'ROIIAF'."
8/05/2020
ka:
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT
242$ Old Natchez Trc Trl
BY INSTALLER
INSIDE AND OUT
Camden, TN 38320
C HORIZONTAL SECTION '
PH. 9,41-380-1574
6 BOX FRAME INSTALLATION
SHEET DESCRIPTI N:
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAWN BY.,
DATE:
BAT
06/18/12
- MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DqG-f-
REV. .
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER,
CWS-812
D
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
S
SHEET
1:2
.6 OF 6