HomeMy WebLinkAboutProduct Approval; Sliding Exterior Door Assemblies�`��5�� _,, �Y f`�•t ar'kL Y`l; '� .1��c�r.ti-!� � r� �','�l? �nJr4r �r' ��'rr � � 9R^ +.
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Product Approval RECEIVED
USER: Public user
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r. JAN 1 4 '?0L1
Product Approval Menu > Product or Application Search pp > Alication List > Application Detan
• ey FL#
' Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Cateqory
Subcategory
Compliance Method
rmitting Department
FLZ - Lucie County
Rev i i n I L
Approved
Approved ��y((�
REVIEWED FOR
0®®E COMPLIANCE
ST. LUCIE COUNTY
-.":Custom Window Systems Inc. ^ (� ` �� `7 , `
1900 SW 44th Avenue BOCC l i ff2,jl
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Jay Lathrop s -
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291•
jlathrop@cws.cc
,Exterior Doors
.Sliding Exterior Door Assemblies
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
10/63 2028 .
Validated By
Steven M. Urich, PE
U"Validation Checklist - Hardcopy Received
1
t,
Certificate of Independence
FL20838 R4 COI EvaiReport1150B.pdf
Referenced Standard and Year (of Standard)
Standard `.j
Year
AAMA/WDMA/CSA'101/I.S.2%A440
2011
ASTM E 1886-13a
2013
ASTM E 1996
2017
TAS 201/202/203
1994
r
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
FL20838 R4 Equiv 8800 LM Equivalency_pdf
C
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/10/2020
Date Validated
08/10/2020
Date Pending FBC Approval
08/18/2020
Date Approved
10/13/2020
Su ary of44 "ts
#
Model, Number or Name
Description
20838.1
SGD 8800
Sliding Glass Door 8800 Series - 4' X 8' Panels
Limits Use
Installation Instructions
Ap ved for use in HVHZ: Yes
FL20838 R4 II CWS-1150B.pdf
proved for use outside HVHZ: Yes
Verified By: Lucas Turner FL PE 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Impact vinyl sliding glass door with light reinforcement,
FL20838 R4 AE EvalReport1150B.pdf
standard sill riser, and annealed laminated glass to +/-DP50.
Created by Independent Third Party: Yes
Design pressure +/-65 with light reinforcement, standard sill
riser, & heat strengthened laminated glass.
20838.2
SGD 8800
Sliding Glass Door 8800 Series - 5' X 8' Panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20838 R4 II CWS-1151B.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas Turner FL PE 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +80/-80
Evaluation Reports
Other: Impact vinyl sliding glass door with heavy
FL20838 R4 AE EvalReport1151B.pdf
reinforcement and high sill riser to +/-DP80.
Created by Independent Third Party: Yes
20838.3
SGD 8800
Sliding Glass Door 8800 Series - 4' X 10' Panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20838 R4 II CWS-1152B.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas Turner FL PE 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +65/-65
Evaluation Reports
Other: Impact vinyl sliding glass door with heavy
FL20838 R4 AE EvalReport1152B.pdf
reinforcement and standard sill riser to +/-DP65.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cgp aht 2007-2013 State of Florida.:: Privaw Statement :: Accessibillim 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 mall. 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 emalis
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:
-,. RgR eC9 M
Credit0
Safe
sccuritpwrIiIcs
88"
MAX,
UNIT
HEIGHT
E
b
Pi
HE
SLIDING GLASS DOOR - LARGE MISSILE IMPACT
185jV 4 PANEL WIDTH•
4S1-
FMAX. PANEL WIDTH
�, A r, POCKET
II
II
40,k GLASS DLO
_i
B
II
II
II
11
k.
X
X
I
II
X
X
4EL
GHT84
II
—�
I
II
GLASSIi
DLO
II
II
I
II
II
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS....1
SECTION VIEWS.................................2
SOM & GLAZING DETAIL....................3
EXTRUSIONS.................................A-5
TRACK WIDTHS..................................6
ANCHOR SCHEDULE & NOTES
ANCHOR PATTERNS ......................8.9
INSTALLATION DETAILS.............10-11
E D A A -tJ
12 12 11
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
WINDOW SYSTEMS B
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING
1900 SW 44TH AVE.
CODE (FBC), CURRENT EDITION AND IS RATED FOR USE IN THE
OCALA, FLORIDA 344T4
HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR
WWW.CWS.CC
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN _
ASTM E 1996 PER THE FBC.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT
LIMITED TO:
"x0", 'Ow' "XX", "OXO-, "X)OC , "Oxxv. "x>ow.
"PX", "PXX", "PXxX", "PXXXX"' -PXXP "PXXXXP",'PXXXXxXP",
"PXXXXXXXXP"
2 TRACK, 3 TRACK, 4 TRACK
4. DESIGN PRESSURE RATING:
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE
AND GLASS TABLES ASTM E-130D-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE,
WATER INFILTRATION TEST PRESSURE AND GLASS TABLES
B ASTM E-1300.04e01/09.
B 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN
11 USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-11.
FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6
WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT
REQUIRED.
7. ALL FRAMES ARE PROCESSED AND SCREWED
TOGETHER, VENTS ARE PROCESSED AND THERMAL WELDED
TOGETHER.
8. SERIES / MODEL DESIGNATION SGD-8800.
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING.
X - OPERABLE SASH, O - FIXED SASH, P = POCKETIHOOKSTRIP
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A
SIMILAR LOCATION.
11. WEEP SLOTS - 1/2" x 1" LOCATED @ BOTH ENDS.
MAX. PANEL SIZE
DESIGN PRESSURE
GLASS TYPE
IMPACT RATING
RATING
SEE SHT 4
+/-50 PSF
A
LARGE MISSILE
48-15/16" x 93-3/8"
IMPACT
_ +/-65 PSF
B
"(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVHZ, UNLIMITED NUMBER
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN.
Lucas Turner
2020.08.10
12:02:21
-05,00,
8800 PVC
SLIDING GLASS
DOOR - IMPACT
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No: 58200--1
•e-Az:
111TATEOF
8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Td
Camden, TN 38320
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
BLZ 05/06/16
O 0: REV.:
CWS-1150 B
ALE: SHEET
1:30 1 OF 11
SECTION VIEW A -A
NO SILL RISER
ITEMS NOT SHOWN FOR CLARITY:
20, 24-26, 31, 55-58, 61-62, 64-66
FIXED PANEL
ATTACHMENT
17
�oD D F-10Rn
ALTERNATE SILL RISER VIEW
LIMITED TO +65
NOTES:
1) INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE, IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE
IS NOT REQUIRED, SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL.
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
8800 PVC
SLIDING GLASS
DOOR • IMPACT
J
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Q J Z
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No. 58201
STATE OF
8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
iEET OEBCRIPTION:
SECTION VIEWS
F CA N BY: DATE:
BLZ 05/06/16
w a:
CWS-1150 B
SHEET
1:3 20F11
51
52
59 1 1Screw. #12 x 1
66
26 1
P-3587
IScrew, #8 x 1" PH FL TEK - Roller Asm/Mortise Lock
Steel
27 1
P-5588
lHole Plug, 0.500" DIE.
Nylon
28
P-5536
Handle Set with Thumb Turn
29
P-3702
Keeper
30
P-3793
Multi -Point Mortise Lock
31
P4250
Screw, #10 x 2.5" PH PN SMS - Keeper
Steel
32
P-5287
Tandem Railer Assy, 2.125" Dla Wheel
33
P-5438
Bettina Blocks.0.090" x 0,875" x I 1
Rubber
x3"x1"
V OVERALL
"TEMPERED
-I-AIRSPACE
'ANNEALED
•& LAMINATED
105" PVB INTERLAYER
--2 ANNEALED
16
QUANEX DURASEAL or,
CARDINAL XL EDGE or,
KODISPACE 4SG TPS
I.G. SPACER
1 18
1 B GLASS BITE r
4TERIAL VWYa goffi1y'M
luminum WINDOW -SYSTEMS
luminum 1900 SW 44TH AVE.
luminum OCALA, FLORIDA 34474
Nylon WWW.CWS.CC
Steel
Steel 8800 PVC
Steel steel 25 SLIDING GLASS
Steel FRAME CORNERS DOOR - IMPACT
Rubber MECHANICALLY FASTENED
Ion 1:8 ¢ Z ¢ two
Butyl o a y Ou.
m
O O_ g�av
2
Rubber § uOM
a 00�OLur
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1" OVERALL Z y W to O l�l !D+
"TEMPERED PANEL CORNERS n W 0.0 a O
'AIRSPACE THERMAL WELD Oa. W �-
1:8 a D- D.
' HEAT STRENGTHENED
J" LAMINATED
INTERLAYER
--HEAT STRENGTHENED * *G
No.58201
QUANEX DURASEAL or,
CARDINAL XL EDGE or, STATE OF �►�
KODISPACE48GTPS
n r Rm I.G. SPACER
\9 GLASS BITE
PURFECT � GLAZH
� LA2E H or
SIKA FLEX 552
GLASS TYPE A GLASS TYPE B
SETTING BLOCKS PER FBC 2411.3.3.1
GLASS TYPE
8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Tro Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPT O
BOM AND GLAZING
DETAIL
D SY:
ATE:
BLZ
05/06/2016
3N PRESSURE
RATING
G D
CWS-1150
EV.:
B
+/-50 PSF
scALE:
1:2
SHEET
3 OF 11
+/-65 PSF
o.. = 2
6' Q D
;m 00��00000011
2-Track Sill - 6161
-
9 3
10
0n I=LD o
3-Track SIII - 6163
t08`'"
4-Tr5ck Sill - 6165
5 �•
ii
10 L o P
�oo�aoo�,aoe
2-Track Head/Jamb - 6160
6
1.D 0 o D
�0a�o0o�o0a�o0e W �•
3-Track Head/Jamb - 6162
10 8"
7
D1�"o 0 0 o D
❑�00��o0a��0a�i�0e
4-Track Head/Jamb - 6164
NOTE: ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED.
Panel Head/SIIUStile - 6166
Interlock - 6168
=2J"—
Cover, Ext a nf. & R I , t
Hookstdp - 6172
Ft
9
Cover, SIII Track - 6171
Astragal - 6167
P-Hoak Adaptor - 2065
6063-T6
10
Cover, Interlock - 6169
f-A.
�ii— 8
oIIR erTrackInsert-2064
6063-TS
12
IG Glazing Bead - 6170
Track Filler - 6175
40
8 18
j
�9 `g' ""
Sill Riser - 2060
6063-T6
Sill Riser - 2062
6063-T6
P-Hook-2063
6063-T6
38
-F— �
T Reinf., Ext-Interlock
-2071
6005-T6
34
L"
Reinf., Interlock -1 769A
6005-T6
Reinf., Astragal - 2068
6005-T6
0.100" � 39
Reinf., Frame - 2069
6063-T6
38
1L k
Reinf., Lock Stile -1775
600S-T6
Reinf., HD Interlock - 2111
6005-T6
Cry
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8800 PVC
SLIDING GLASS
DOOR - IMPACT
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No. 582�01
STATE OF
8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH: 941.380-1674
1EET DESCRIPTION:
EXTRUSIONS
DATE:
BLZ 05/06/16
G #: REV.;
CWS-1150 B
SHEET
1:2 4 OF 11
45
Screen, 1-Track Sill - 2134
"16-'I 48
Screen, 2-Track Sill - 2055
—I 43
Screen, 1-Track Head/Jamb - 2135
�—I 41j" I 46
1 -
Screen, 2-Track Head - 2053
49
Screen, 3-Track SIII - 2058 � 1L_ 1-e
Screen, 3-Track Head - 2056
T'j„
7—�— {-16
i j_�%--Q52
Screen, Snap Cover - 2059
T8- 47
Screen, 2-Track Jamb - 2064
�8 50
1ik 1,
f i6
Screen, 3-Track Jamb - 2057
74: 42
1� 1"
Screen, Astragal - 2136
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
L8„
2
53
r ---Za
.1L.� Screen, Interlock -2097 to r
Bracket, Fixed Panel
P-5516
ilt�i 4itt-1( gigiu
— 54 I 1
ziz
II III III MI I+ III III I IRLI�
Panel Guide, interlock - P-5517 Support Channel, Bot
Rail - Interlock - P-5558
Block, Anti -Lift
P-5477, Nylon
Cover, Interlock - RainL
P-5511, Nylon
1900 SW 44TH AVE.
OCALA, FLORIDA34474
WWW.CWS.CC
8800 PVC
SLIDING GLASS
DOOR - IMPACT
No. 58201
WAU OF
,,,�'tot�u►.�e
8/6/2020 -
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Tro TO
Camden, TN 38320
PH. 941-380.1574
EXTRUSIONS
RAWNEY'. -DATE:
BLZ 05/06/2016
We
CWS-1150 B
SHEET
1:2 5 OF 11
2T Sill w/Riser
2T Sill w/ 1T Screen
60
3T SIII w/ 2T Screen
3T Sill w/Riser
4T SIII w/ 3T Screen
3T SIII w/ 1T Screen
4T Sill w/Riser
4T SIII w/ 1T Screen
WINDOW SYSTEMS u %J
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
wwW.CWS.CC
8800 PVC
SLIDING GLASS
DOOR - IMPACT
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No: 68201
STATE OF
k,NRo!A
8/6/2020
LUCAS A. TURNER, P.E.
FL PE of 58201
2428 Old Natchez Tre Trl
Camden, TN 38320
PH. 941-380-1674
1EET DEBCR PT ON:
TRACK WIDTHS
4A N B : DATE
BIZ 05/06/16
G#.' REV.: i
CWS-1150 B
'ALE;SHEET
1.2 6 OF 11
6"
MAX
TYR
MAX
TYP
NOTES:
4"
MAX. TYP. I
I il!I I
x
I
I
I
a.unnu
• CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL)
O,C.
FIXED PANEL CLIPS
1, INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION (SEE LAYOUT DETAILS ON SHEETS 8 S, 9) EXCEPT FOR 2T SILL 8 WOOD INSTALLATION LOCATIONS. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL
(SHEETS). INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION (CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP.
2. SHIM AS RECI AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". 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 10.
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 10.
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 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 SOLID CONCRETE, 6" FOR CMU MASONRY,11 FOR WOOD AND METAL.
S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND ItySTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 10. 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/AAMA/WDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS 0
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8800 PVC
SLIDING GLASS
DOOR - IMPACT
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No, 58201
;t*.'r—
!STATE OF
:\�OIlrD*.0
8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 582'
2428 Old Natchez Trc Td
Camden, TN'38320
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
BLZ 05/06/16
at R
CWS-1150 B
° SHEET
1.20 7 OF 11
6- TYP. —y
j" TYP.
}l" TYP.
IL
PANEL
WIDTH
4
INTERLOCKS
ASTRAGAL
P•HOOK
2T SILL UNLY
f
INTERLOCKS
ASTRAGAL
P-HOOK
3T SILL
4
INTERLOCKS
ASTRAGAL
P-HOOK
4T SILL
" CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS.
2T JAMB
o"-nr u-
3T JAI
e•e n n e�
I
I Tr.
I Tr.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8800 PVC
SLIDING GLASS
DOOR - IMPACT
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W
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8/612020
4 J'
TYP
LUCAS A. TURNER, P.E.
FL PE # 58201
0
2428 Old Natchez Tro Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
ANCHOR PATTERNS
1
(JAMB & SILL)
4T JAMB
DRAWN BY:
DAM
--i P
BLZ
05/08/16
Do:
CWS-1150
B
NOTE: 2 e CENTERLINE OF INTERLOCK OR ASTRAGAL
sC E:
SHEET
1:5
8 OF 11
i
PANEL
4
2T HEAD
4
INTERLOCKS
ASTRAGAL
HOLEPATTERd P-HOOK
FOR ANTFUFT
SLOCKANCHORS 1- -4'1
e
INTERLOCKS
3T HEAD ONLY
-E
INTERLOCKS
.._._____.. ARTRArAI
ONLY
4T HEAD '
' CIRCLED ANCHOR LOCATIONS READ ONLY IN WOOD INSTALLATIONS.
WINDOW SYSTEMS LJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8800 PVC
SLIDING GLASS
`
DOOR
- IMPACT
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No. 68201
STATE OF
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8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Td
Camden, TN 38320
PH, 941-380-1574
SHEET DESCRIPTION:
ANCHOR PATTERNS
(HEAD)
OFOWN SY: DATE:
BLZ 05/06/16
DWG 9.
CWS-1150 B
NOTE: q= CENTERLINE OF INTERLOCK OR ASTRAGAL TCALE: SHEET
1:5 9 OF 11
2 TRACK HEAD ANCHORAGE
1/4'MAX
WINDOW FfMMS L J
MIN. EDGE DIST.
SEE LAYOUT ON BHT 9
1900 SW 44TH AVE. ,
SEE TABLE 1
39, FRAME INSERT REO'D AT
OCAIA, FLORIDA 34474
ALL FRAME ANCHOR LOCATIONS
39, FRAME INSERT REO'D
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LOCATIONS
SUBSTRATE
8800 PVC
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COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR
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SEE I
LUCAS A. TURNER, P.E.
MIN. EDGE DIST.
_
EE TABLE 1
FL PE # 58201
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2428 Old Natchez Tre Tri
SUBSTRATE BY OTHERS MIN. EMBEDMENT
Camden, TN 38320
TABLE1: APPROVED INSTALLATION FASTENERS
_
SEE TABLE SEE TABLE I
PH. 941-38D-1574
SUBSTRATE TYPE
ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
SHEET DESCRI ON:
CONCRETE 2.0 KSI MIN.
1/4` rrw TAPCON
1-112" 4"
INSTALLATION DETAILS
CONCRETE (2.85 KSI MIN.)
1/4" ELCO ULTRACON
1-314" 2.12'
HOOKSTRIP
2 TRACK
2X MIN. SOUTHERN PINE (G--0.55)
1/4" ITW TAPCON OR
ELCO ULTRACIX4
1 3/8" 7!8
4' MAX, $HIM
DRAWN Y:
DATE:
2X MIN. SCUTHERN PINE (G=0.55
#12 WOOD SCREW
1-318" WIF
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05/06/16
16 GAUGE (0,06D) MAN.
#12-14 HILTI K1NIK-FLEX OR ITW
FULL THREAD
1/2"
D G#°
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STEEL STUD (33 KSI YIELD MI
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C HORIZONTAL SECTION
CWS-1150
IS
118" ALUM. (6083-75 MIN.) OR
#12 GRADE 5 SLELF-TAPPING!
FULL THREAD 12„
B K STRIP HOO
SCALE
SHEET
33KSI MIR) DRILLINGSCREW THRU012S'
HOCKSTRIP OR JAMB FRAME ONLY:
114" ELCO ULTRACON
1.3/4" 2-12'
1:3
10 OF 11
HOLLOW OR GROUT -FILLED CMU ASTM C-90
MIN. EDGE DIST.
SEE TABLE 1. SHT 10
SUBSTRATE
BY OTHERS --
SEE TABLE 1, SHT 10
INSTALLATION ANCHOR
SEE TABLE 1, SHT 10
PERIMETER SEALANT —
BYINSTALLER
INSIDE AND OUT
DO NOT COVER
WEEP HOLES
SUBSTRATE
BY OTHERS —
SEE TABLE 1, SHT 10
MIN. EDGE DIST.
SEE TABLE 1, SHT 10
MIN. EDGE DIST.
SEE TABLE 1, SHT 10
SUBSTRATE
BY OTHERS
SEE TABLE 1, SHT 10
PERIMETER SEALANT —
BY INSTALLER
INSTALLATION ANCHOR
SEE TABLE 1, SHT 10 -
PERIMETER SEALANT —
BY INSTALLER
INSIDE AND OUT
DO NOT COVER
WEEP HOLES
SUBSTRATE
BY OTHERS -�
SEE TABLE 1, SHT 10
MIN. EDGE DIST.
SEE TABLE 1, BHT 10
3 TRACK HEAD ANCHORAGE
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SEE LAYOUT
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ON SHT 9
ANCHOR LOCATIONS
MIN. EMBEDMENT
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SHIM
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ON SHT 8
REO'D AT ALL FRAME
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TRACK SILL ANCHORAGE
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INTERIOR
39, FRAME INSERT REO'D
AT ALL FRAME ANCHOR
LOCATIONS
SEE LAYOUT
ON SHT 8
MIN EDGE DIST
SEE TABLE 1 SHT 10
MPLIANT WITH AAMA 800
INSTALLER INSIDE AND OUT
SUBSTRATE
BY OTHERS MIN EMBEDMENT
SEE TABLE 1, SHT 10 SEE TABLE 1 SHT 10
F HORIZONTAL SECTION
10 3 TRACK JAMS ANCHORAGE
114-MAX
INTERIOR
39, FRAME INSERT REO'D
AT ALL FRAME ANCHOR
LOCATIONS
SEELAYOUT
ON SHT B
MIN EDGE DIST
SEE TABLE 1 SHT 10
COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT
SUBSTRATE MIN EMBEDMENT
BY OTHERS SEE TABLE 1 SHT 10
SEE TABLE 1, SHT 10
G HORIZONTAL SECTION
10 4 TRACK JAMB ANCHORAGE
WINDOW SYSTEMS Ll-/I/I
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OCALA, FLORIDA 34474
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No. 58201
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8/6/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc TA
Camden, TN 38320
PH. 941-386.1574
1EET 0 CRIPTION:
INSTALLATION DETAILS
3 & 4 TRACK
BLZ 05/06/16
0 p: RE .:
CWS-1150 B
X ' SHEET
1:3 11 OF 11