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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL5823-R8
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
1
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474,
(352)368-6922 Ext291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext221
amonteverde@cws.cc
Windows
Single Hung
Evaluation Report from a Florida Registered Architect or a Licensed
Professional Engineer
€':i 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
07/21/2020
Validated By
Steven M. Urich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Q Validation Checklist - Hardcopy Received
FL5823 R8 COI =EvalReport155D.pdf
Standard
AAMA/W DMA/CSA/ 101/I.S.2/A440-05
ASTM E1886-02
ASTM E1886-05
• ASTM E1996-02' •
ASTM E1996-05:
PA/TAS 201/202/203
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
09/28/2017
09/29/2017
10/02/2017
12/12/2017
Summa ofProducfs=
Model,,LNumber or-'ame -�
N
Descr
1p1
ig—
8100 Vinyl Single Hung
8100 Vinyl Single Hung (Impact)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5823 R8 II CWS-155D.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile, see installation dwgs. for Max. size and
FL5823 R8 AE EvalReport155D.pdf
DP. Outer lite in I.G. must be safety glazed when used above
Created by Independent Third Party: Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823.2
SH7.8100 Cont: Hd. & $ill , "
.SH-8100 Cont: Hd.. &Sill (doubleSingle Hung), Impact;
1%8+� x63
Limits of Use "
Instahation-Instructions
Approved foiuse In'HVHZ: Yes �
FL5823 R8 II CWS440C.pdf_?
Approved for"use outside:HVHZ:;Yes
Verified By; Lucas. A. Turner.58201
riinpact Resistant Yes � �:
Created,bVIIndependent Third Party: Yes
Design PresSureo N/A
'eEvaluation Reports;°
Other: Max.,, unit size 72 7/8" x 61-3/4" Outer, lite in I G`
',1`1_5823 R8= AE EvalReport440C.pdf
'Must :be safety, glazed. when used a bove 30 ft='in HVHZ: `Glass, J,Created
by Independent Third<Party:_Yes
plies to"ASTM E
com1300 04
5823.3
SH-8100 Cont. Hd. & Sill
SH-8100 Cont. Hd. & Sill (double SIngle Hung), Impact,
1/8" x 72".
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5823 R8 II CWS-491C.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5
Evaluation Reports
Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x
FL5823 R8 AE EvaiReport491C.pdf
72". Outer lite in I.G. must be safety glazed when used above
Created by Independent Third Party: Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823.4 -,
SH-8100 Vinyl Sin Ie`HungtlOriel
SH-8fD0 Vinyl, Single Hung Oriel°Window W. HD FMR, 5i
`
:sash..',
Limits of Use'"-"
Installation' Instructions
`;Approved for `use in, HVHZ:E Yes r'
$FL5823 R8,jI CWS-295E.PDF `
;Approved fbr'use outside HVHZE:Yes
'Verified By: Lucas A. Turner 58301
-`Impact Resistant: Yes
Created by1ndepend"ent Third Party: Yes . -
Design,Pressure:»+70/ 70
Evaluation"Reports
='Othere'Large missile; 52 ac,96"_w/, 5'HI sash, +%- 70 psf E, ``
i* 5823 RB,AE EvalReport295E pdf
FLANGE ONLY. Outer lite'in.I:G: must,be safety;glazed when
"Created by Independent Third Party: Yes
"'used above-30`ft. in HVHZ: Glass complies toASTM E1300-04.
.
Back xk
Contact Us :: 2601 Blair Stone Road, Tallahassee'FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Stateme
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
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 4
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. .
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 addre
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 c
Product Approval Adepts:
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77
SINGLE HUNG - LARGE MISSILE IMPACT
(SHOWN W/DIFFERENT OPTIONS)
54 3/8"
OVERALL FLANGE WIDTH
53 118" MAX UNIT WIDTH
48 15/16"
GLASS DLO
0--- I
76"
MAX.
UNIT
SASH
MAX. 111111
HEIGHT x
TABLE OF CONTENTS
— 46 318"
GLASS DLO
4911116" —
MAX SASH WIDTH -
GENERAL NOTES & ELEVATIONS
GLAZING DETAILS...............................2
SECTION VIEWS & ALT. FRAME
EXTRUSIONS & B.O.M.........................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
FLANGE
HEIGHT
62' B
MAX
UNIT
HEIGHT
MAX
SASH
37 114"
OVERALL FLANGE WIDTH
. 3E -
MAX UNIT WIDTH
31 13116' —
GLASS DLO
A
1
O
I
X
4 I
I
L
1.1
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
V- m.7gom•Ed
WINDOW SYSTEMS
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
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-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
-
INFILTRATION3 AND GLASS TABLES
z
w o a k 0 w
ASTM 0-04e01/ORRESSURE
w
KF
S. ANCHORAGE:
W
0
ZOZ IY -
0
�
THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
F w z w
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
Z
z x � Q Ir W 0 0
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
O
0 I- 0 ci < x r- W
w? F D
ANCHOR CALCULATIONS.-
o
Z Z
j0-
UCT APPROVED FOR IMPACT RESISTANC . THE IMPACT SWEEP
Z
}
0C7V t/1
Q z o w O Oz O Z
2ZATION
ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL
BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
WINDS
CTA
¢
w
o w
DLO,CANE
AND FLYING DEBRIS.
0 W m
mw
1
AAfE WELDED. SMALL JOINT SEAM SEALANT
OJtnl-
ix 0
0
USED AT FIXED MEETING RAIL AND JAMB.
IY
= of w'L a
a
8. SERIES / MODEL DESIGNATION SH-810.
9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
ONO«Issilliff"
AP
�. Pj`'GE.NN'
py�;
X = OPERABLE SASH, 0 = FIXED SASH
��
+� JVA:'�: Sic •
GLASS
DLO
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
�: No 58201 : 9
1
LOCATION.
�ro• ;a
11. EXTERNAL WEEP SLOT =1/4" x 1-1/4" LOCATED 4' FROM BOTH ENDS.
�9 STATE OF . W
A 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62". ..; O...........
GLASS DLO
31 5116"
MAX SASH WIDTH -
LucasTurne
r
2017-09-22
11:38-04:00
DESIGN PRESSURE
LOCATION
MAX. UNIT SIZE
RATING
RATINIMPACT
NON-HVHZ
53-1/8" x 76"
- 65 PSF
LARGE MISSILE IMPACT
HVHZ
SF
NON-HVHZ
36" x 62"
+65 / -75 PSF
HVHZ
1 +67.5 / -75 PSF
. zz
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
IEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
LAWN BY: DATE
ADE 06/10/08
VG #: REV.:
CWS-155 D
'ALE: SHEET
1:1 1 OF 6
7/8" OVERALL INSULATED GLASS
118" ANNEALED
7/16" AIRSPACE
5/16" LAMINATED GLASS
1/8' ANNEALED
.090' PVB INTERLAYER BY DUPONT
1/8' ANNEALED
,QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H' OR SIKAFLEX 552
1/2" GLASS BITE
GLASS TYPE A
FIXED LITE
7/8' OVERALL INSULATED GLASS
1/8' TEMPERED
7/16" AIRSPACE
5/16' LAMINATED GLASS
1/8" ANNEALED
.090' PVB INTERLAYER BY DUPONT
1/8' ANNEALED
QUANEX OURASEAL
IG SPACER
18 PURFECT GLAZE "H" OR SIKAFLEX 552
1/2' GLASS BITE
GLASS TYPE B
FIXED LITE
7/8" OVERALL INSULATED GLASS
1/8" ANNEALED
7/16' AIRSPACE
5/16" LAMINATED GLASS
1/8' ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
•QUANEX DURASEAL
IG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
1/2" GLASS BITE
A
GLASS TYPE A
SASH LITE
7/8' OVERALL INSULATED GLASS
1/8' TEMPERED
7/16' AIRSPACE
5116' LAMINATED GLASS
1/8' ANNEALED
.090' PVB INTERLAYER BY DUPONT
1/8' ANNEALED
1900 SW 44TH AVE.
OCALA, FLORIDA34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
Q
H
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OWO Won
w
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0- w3a
QUANEX DURASEAL
IG SPACER
18 PURFECT GLAZE'H' OR SIKAFLEX 552 9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1/2" GLASS BITE 1239 JABARA AVE.
36 NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWG#: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
SASH LITE SCALE: 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 SYSTEMS lk_—en
1900 SW 44TH AVE.
OCALA, FLORIDA34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
z ¢z�
¢w-w
Z
w
w�0
ZOZ D_k��
z
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zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS
LAWN BY: DATE:
ADE 06/10/08
VG #: REV.:
CWS-155 D
:ALE: SHEET
1:2 3 OF 6
PARTS LIST
Frame Head, Fig, Single Hung
Frame Sill, Fig, Single Hung
Frame Jamb, Fig, Single Hung
Alum. Fixed Meet Rail
Fixed Rail Cover
Sash Top Rail
Reinforcement for STIR
Sash Bottom Rail
Reinforcement for SBR
Sash Side Rail
Reinforcement for SSR
Glazing Bead
Keeper, Sweep Lock
#8 x 1/2", Pan Head, Tek
Sweep Lock
Barrel Fastener
Block & Tackle Balance
Purfect Glaze "H" or Sikaflex 552
SEE SHEET 2
SEE SHEET
Wstp., 0.270 x 0.187 back FinSeal
#8 x 2-1/2 PH Mod. Truss, Type A,
#10 x 1 1/2" Panhead SMS
Flat W asher
Screen Catch
Screen Support
#8 x 1 1/4" Ph Fh TEK, W ht
#6 x 0.625" Quad Fh TEK. W ht
MATERIAL
VENDOR
PVC
MIKRON
PVC
MIKRON
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON ,
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
ALUMINUM
KEYMARK
PVC
MIKRON
ZINC
SULLIVAN
STEEL
FASTENAL
ZINC
SULLIVAN
STEEL
FASTENAL
STEEL
CALDWELL
SILICONE
HENKEUSIKA
GLASS
CARDINAL
GLASS
CARDINAL
NYLON
ULTRAFAB
STEEL
FASTENAL
STEEL
FASTENAL
STEEL
FASTENAL
PVC
MIKRON
PVC
MIKRON
ZINC
FASTENAL
ZINC
FASTENAL
131 I P-42� I#8 x3/4 FH PH w/#6 Head, TEK, Wht II FH PH Head, TEK, Wht STEELIFASTENALL
32creen Frame ALUMINUM ALLMETALFrame ALUMINUM ALLMETAL
#8 xbm NhII Nan /inc
Weepcover
Screw Support
Sash Stop
Sash Cam
Take Out Clip
Seam Sealer
Hole Plug
Frame Head, FIN, Single h
WstD.. 0.420 x 0.187 back
PLASTIC
M&M
RUBBER
TEAM
PVC
MIKRON
PLASTIC
M&M
STEEL
SUMMIT
SILICONE
SCHNEE
PLASTIC
M&M
PVC 1
MIKRON
NYLON I
ULTRAFAB
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
PVC FRAME FLANGE-6031
PVC FRAME FIN-6048
1 5116'
4
7/B•
PVC SASH STOP - 6025
3/4•
3/16.-tE
11
T 1/ts"
REINF. S.B.RJS.S.R. -1498
1 16/ts•—y
8
L 1/16•
PVC SASH BTM. RAIL-6028
1 3116'-�—�
10
1 F:i
1/16"
PVC SASH SIDE RAIL-6004
t/2"� j" 1 1/8•-j
-MIL-II— I 6
1116"
PVC SCREEN CATCH - 6013
3/4"
rrill-
REINF. 15/16•L BTM RAIL-1699
FRAME CORNER ��7��v�j/��yy�
CONSTRUCTION o(S(l�tL1JC4lU/m-Ed
WINDOW SYSTEMS
Fes— 2 311 s" 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
s WWW.CWS.CC
1/16' CORNER WELD 8100 PVC
(ALL SIDES) SINGLE HUNG
1:8
PVC SASH TOP RAIL-6027 IMPACT
z 3: aj--z0
w Z JO z w— z W
❑ omLL �m
t 112" z z=2<KWQ=O
O 01'-0d<XF.W
4 FIXED MEETING RAIL, U❑ Z -' - z 1~- j w
SCREWED TOGETHER WITH z 00 U Vj ] U -
IIr�S-TJ�{� OUTERFRAME Q 1= g z O LL0
21/8" W 1/16" 1:8 2Ix � :F�-Z�
W O0�v}i0wuiw
LLmLu O�rnr
aof 0
0 WFZ-0 (L
FIXED RAIL - 1836 Dom, F D- IL
w
9116•
5
1 5/16"
o45"
ED PVC FIXED RAIL COVER - 6063
T'i �rl' 7
I—t/16"
REINF. TOP RAIL-1497
5/16'
7— 5
1/16'
PVC SCREEN SUPPORT - 6014
I 7/8"
12
7
PVC GLAZING BEAD-6064
1/2•
3/16"
T—O a1
SCREW SUPPORT-3113
9/22/2017
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
/G #: REV.:
CWS-155 D
ALE: SHEET
1:2 4OF6
15' MAX. O.C. (TYP.)
6" MAX (TYP.)-
6' MAX. (TYP.)---7
14"
MAX O.C.
(TYP.)
NOTES:
,..,J
4" MAX.
4" MAX
1
I
6.
O
MAX (
(TYP.)
I
-� MTG R
- .v
X - I
4
I
ANCHOR LAYOUT - (FLANGE)
SIZES OVER 36" x 62"
ANCHOR LAYOUT - (FIN)
SIZES OVER 36" x 62"
ANCHOF
6" MAX
6" MAX.
10131,
MAX (
(TYP.)
4"
4" MAX.
4AX
ANCHOR LAYOUT - (FLANGE)
SIZES 36" x 62" AND UNDER
6"
MAX
CrYF
MTGf
(TYP.)
ANCHOR LAYOUT - (FIN)
SIZES 36" x 62" AND UNDER
NSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
HIM 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. - . -
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
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.
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
SPECIFIED IN TABLE 1, SHEET 6.
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 CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
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.
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/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERI0R DOORS)
1900 SW 44TH AVE.
OCALA, FLORIDA34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
Q 3: <Z�:
TWO aFwod
w Zpz fYFZF
g amp}Ow�m
w Fw zF �2_
Z Z=�<ww00
0 0�iozaFmnW.
rn ?
Z Q -j U-
< F--wMoOu.Z
} «Ow-=O-
21 F-Uf-Z�
W D�wN OwU)W
aix 0
w _~� w�Wm
a I- a x G-
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
AIDE 06/10/OB
VG #: REV.:
CWS-155 D
.ALE: SHEET
1:25 5 OF 6
MIN. EMBEDMENT
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE
BY OTHERS
MIN. EDGE DIST.
114" MAX. SHIM
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
SEE TABLE 1
MIN. EDGE DIST.
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
BYINSTALLER
INSTALLATION ANCHOR
INSIDE AND OUT
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLERIF-
1/4" MAX. SHIM
u 9 L
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR SEALANT BEHIND
.SEE TABLE 1 ; - FLANGE BY INSTALLER .
/ B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
114" MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
O
PERIMETER SEALANT
MIN. EMBEDMEN',
BYINSTALLER
SEE TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
`
�A \` VERTICAL SECTION
TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCRQ
MIN. EMBEDMENT
MIN-ED F.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-1/2"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.
3/16" ITW TAPCON
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON
13/8"
7/8"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1318"
7/8'
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILT] KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.D60"
7116"
FLANGE
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"
7/16"
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2"
7/16"
MIN. EDGE DIST.
SUBSTRATE
SEE TABLE 1
BY OTHERS
1900 SW 44TH AVE.
SEE TABLE 1
OCALA, FLORIDA 34474
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LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT
1239 JABARA AVE.
BYINSTALLER
PORT, FL 34288
INSIDE AND OUT
PH. 941-380-1574
D HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
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:
ADE
06/10/08
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-155
D
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE:
SHEET
1:2
60F6