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provai Menu > Product or AnalicaVi
:FL #
FL17338-k3
Application Type
Revision
co66 Version
2017
Application Status
Approved
Comments
Aechived
Product Manufacturer Custom Window Systems Inc
AddresslPhonO/Emall 1960 SW 44th Avenue
061a, FL 34474
,(352)368-6922 Ext 245
kpine@&Nss.cc
Authorized Signature K,6v!n Pine
Rp1hd@''CWS.CC
'rkhrilcO.1 Representative' Jay Lathrop
Addres$/Ph6ne/Emaj1 1960 8w'44th Ave
Ocaib; FL444A
(352) txt. 2 9:L
.jlat h ro W!k.c,c
Quality -Assurance kepreis6ntative Arturo MbfitdVerde
Address/Phone/Email .19WSW.44th Ave. -
OcM6j FL-.34474 I I
3 2" 66�6922 Ext,221
ii '6d
nonteVerd
Categdry Exterior -Doors
Subdat6pory $11d6a b&erlor-Door'Assembfies
,
t6mpliarice.Methad Evaluation Report from ai Florida Registered Architect or a Licensed Florida
Orof6ssional tri'dineer,
B Evb1t#ftioh.Rep'6rt -'Mardcbo.y Received
Florida Engineer or Architect Name who developed the,;.Lucas A. Tumer,
Evaluation`Report
Florida License pt=56201
Quality Assurbhbe Entity kplystone.-Certificatlofis, Inc.
QUality,p�SSUMnM!Conir�-E?(pir.a.Vop Date. 07/2Y?A2q
Validated By Steven M. Prich, PE.
i 5 Validation Checklist -'Ha.rdcopy Received
Certificate of, indqpendence
Referenced Standard-6nd!Yeat,(bf Stindaird)
EqulV ' aildn'de:of Pi-odtictStandiirds
'Certified By
FL17338.R3 COI BiblRdbort92813. d
.:Standard Year.
',AAMA/WDMA/CSA-'10111.S;2tA440-08 2008
As-rm t:L996.,os/o 2609
O.Py.
i
Sections from the Code
W-1
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
Method 1 Option D
09/28/2017
09/29/29.17
10/04/2017
12/12/2017
FL #
Model, Number or Name
Description
17338.1
SGD-8900
SGD-8900 PVC Sliding Glass Door, 2 Track, 2 Panel, OX or'XO
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17338 R3 II CWS-928B:pdf
Approved for use outside, HVHZ: Yes
Verified By: Lucas A: Turner PE-58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +55/-55
Evaluation Reports
Other: Large Missile Impact, Wind Zone 3, max. size 72" x
FL17338 R3 AE EvalReport928B.pd
83", DP = 4-/- 55 psf., Configurations include XO and OX. Glass
.Created by Independent Third Party: Yes
complies with ASTM E1300-04.
17338.2
SGD-8900
SGD-8900 PVC Sliding Glass Door, 2 Track, 4 Panel, OXXO,
OXO; OX or XO.
Limits of Use
Installation Instructions.
Approved for use in HVHZ: No
FL17338 .113 II CWS-1042A.pd
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design 'Pressure: +55/-55
Evaluation Reports
.Other: Large Missile, Impact, Wind. Zone 3, Max. size 191-1/8"
FL17338 R3 .AE EvalReport1042A.pdf
x 84", DP = +/- 55 psf. Glass complies with ASTM E1300-04.
Created by independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road llahassee FL,32399 Phone:.850-487-1824
The State of Florida Is an WEED employer., Coy_y�ight'2007-2013 State of Florida S:,Privacv Statement 5: Accesslbllity Statement :: Refund Statement
Under Florida law, emailaddresses are public records. If, you do not.Want your e-mail address released In response to a, publlo-records request, do'not send electronic
mail to this entity., Instead, contact the,,office'by,phone or traditional rnal6'If you have any questlons, please contact 850.487A395. -Pursuant to Section
455.M(!), Florida Statutes, effective oetober-1 2012, licensees.licensed under Chapter 455 F S:,must provide the Department with an email address if they have,
one: The emalls onwided`may be:used for official bommunicia of ,vrith the;litensee. However email addresses are publicrecord:If you'" do not wish to . upply a personal
address, please provide the Departrilent with im emaii address'which can be made avallabie to the publk. To determine Ifyou area licensee under Chapter 455, F.S.,
product Approval, Accepts:,
Rim
PORNIM—
CarcE
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.......1
SECTION'VIEWSA GLAZING:..... :....2.
EXTRUSIONS& 13.0.1k.......... :..............3
ANCHORSCHEDULE k NOTES ............ 4
INSTALLATIONS DETA[ 8.......................5.
In A, 11.01-0111
GENERAL NOTES:
1. THE PRODUCTSHOWN HEREIN -IS DESIGNED AND MANUFACTURED °T'^'" vv a'
TO COMPLY WITH THE FLORIDA BUILDING CODE'(FBC),:CURRENT 1 900SW 44TH AVE._
EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA, FLORIDA 34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE IHVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS 8900 PVC
2. GLAZING OPTIONS: (SEE SHEET 2) SLIDING GLASS
9. APPROVED CONFIGURATIONS: "XO", "OX". DOOR.- IMPACT
4. DESIGN PRESSURES
-NEGATIVE DESIGN LOADS BASED'ON TESTED PRESSURE AND
GLASS TABLES ASTM E-1300.04001/09.
-POSITIVE DESIGN LOADS.BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33`1/3% STRESS INCREASEIHAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT., SEE SHEET 5 FOR INSTALLATION
DETAIL. WIND LOAD DURATION_ FACTOR Od-1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6..PRODUCTS APPROVED FOR.IMPACT'RESISTANCE. SHUTTERS ARE'
NOT REQUIRED.
7. ALL FRAMES AND VENTS ARE FULLY WELDED..
8. SERIES/MODEL DESIGNATION SGD-8900.
9. THE. DESIGNATION X STANDS FORTHE FOLLOWING:
X - OPERABLE SASH; 0 = FIXED SASH.
10. SECTION CALLOUTS APPLY -TO ALL ELEVATIONS IN A SIMILAR.
LOCATION.
11. WEEP SLOTS = 1/4" x 1" LOCATED 8" FROM BOTH ENDS.
12- INSTALLATION WITH NO SILL RISER IS ALLOWED ONLY WHERE.WATER
INFILTRATION RESISTANCE IS NOT REQUIRED.
MAX. UNIT SIZE
DESIGN PRESSURE. RATING .
IMPACT RATING
72" k83"
+/- 55 PSF
LARGE MISSILE IMPACT
Lucas
Tumer
2017-08-30
17:09+20:00
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8/29/1017
LUCAS A. TURNER; P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
GENERAL NOTES AND
ELEVATIONS
AWN BY_ DATE: "
EMK f)8%09/U
VG C REV.:
CWS-928 6=
'SHEET
1:20 A OF 5
ON SHEET 1
SECTION VIEW A=A
SECTION VIEW B-B
og
1' OVERALL
118" TEMPERED
9118" AIRSPACE
6/18" LAMI
118" ANNEALED
= DUPONTPVBINTES
1B',ANNEALED
1. SIKAFLEX 552 OR
PURFECT GLAZE'H"
D13116' GLASS BITE
Z
1900 SW 44TH AVE.
OCALA, FLORIDA'34474
Www.CWs.cc
8900 PVC
SLIDING GLASS
DOOR -IMPACT
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No 58201
STATE OF
8/29/2017
LUCAS A. TURNER,_P:E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT,fG34288
PH. 941-380-1574
SET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
'AWN BY: - DATE:
EMK 08/01/14
VO iI: RE
CWS-928 B
:A SHEET
12 20F5
22
,Au I jt.2LAzsz5 Ptt'.smtf2):;:
211/8"
.080
.
2 1/6'
'062
.
ANTI-LIFTBLOCK-6039
ROLLER TRACK -1930
1 "16"
2'13116"
21/16"
.050
100' "
5!6" 0116"
�
21 1 1!6"
6
ALUM.'HIOHRISE-1737
FIXED PANEL SUPPORT -1722
.060
PVC SCREEN TRACK- 6041
'SEE. NOTE 12 ON: SHEET 1'
NOTEi ALL ALUMINUN EXTRUSIONS ARE.6063-T6.
E
100- j PVC OUTER FRAME-6042.
PVC PANEL,INTERLOCK - 6033 PVC PANEL INTERLOCK -6060
,080
7/16"
6•
1 z1v1
11/` 166
.oeo .100
PVC -GLAZING BEAD --6637 ALUM REIN RCGMENT-199'
314" 2.000
.056 _
1 3/4• — —
-PVC WELD'SUPPORT-6046
6•
2 3/16"
:oso
' 2
PVC TRACK FILLER- 6040'
v- L�av�uvuuu
.WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474'
WWW.CWS,CC
•
S900 PVC
SLIDING GLASS
ALL CORNERS WELDED.
DOOR.- IMPACT
1:10
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PVC PANEL LOCKSTILE • 6059'
1 516"--I
3
:120 17/5,
ALUM REINFORCEMENT -1775
112"
Q
,075
`9 3116"
6
PVC INTERLOCK SNAP -6061
r--/—
8/29/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.,941-380-1574
1EET DESCRIPTION:
BOM AND EXTRUSIONS
RAWNBY: DATE:
EMK 08/01/14
VVG#: REV.:
CWS-928 B
c e: SHEET
1:2 3-OF 5
511W MAX. (TYP.)
�
sva' MAX(TYP.)
21/a'. (TYP:)
ANCHOR STAGGER PATTERNS'
OCALA, FLORIDA 34474
www.cws.cc
1 3/4' (TYPJ
203/4'-(TyP•)
HEAD AND SILL
8900 PVC
i
THRU FRAME FIXED
3' (TYP.)
SLIDING GLASS
2M 1171
'
�
PANELFASTENER.
27n6* (M.)
DOOR - IMP ACT
(TYP.)
G-
aZO
QQ jm a�ow
i
Ira" (TYP.)
F� --� s° (TYP.) s° (TYP')
o
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i
�EW2z _
X
O
THRU
PANEL FAM ENERD
U
U
O~ o 2Wa,,:
-
I AT MIDPOINT
3" (TYP.) -
Z
O Z U 5 U
JAMBS
2 7r16' (TYP.)
a
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F —,�-� O o w z
1�3(10�
a
O.a q)10, W_i -
z;FD-
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wo�W
j
.718" . (TYP.)
- -23 518" .MAX O.C. (TYP. S. (TYP•)+-i
a
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ANCHOR 1;20LAYOUT
NOTES:
1. INSTALL ONE ANCHORAT EACH LOCATION (STAGGERED PATTERN) AS INDICATED ON THIS SHEET; SILL ANCHOR SPACING SAME AS HEAD
2: SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAO BEARING SHIMS, MAX ALLOWABLE,SHIM STACK TO BE 14'. USE SHIMS WHERE SPACE GREATER THAN 111W IS PRESENT. LOAD BEARING SHIMS SHALL
BEC69STRUCTED OF HIGH DENSITY • PLASTIC OR BETTER..WOOD SHIMS ARE NOT ALLOWED.
3.:ANCHOR.TYPE; SIZE; SPACING AND EMBEDMENT SHALL BEASSPECIFIED IN THESEIDRAWINGS,,SEE TABLE T, SHEETS.
8/29/2017
LUCAS A. TURNER, r.c:
4; ALL INSTALLATION ANCHORS'MUST BE MADE OF.OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION:
01
FL' A #BARA R JAVE.1239 A
5. INSTALLATION ANCHCRS.SHALLBEAN ACCORDANCE WITH,ANCHOR MANUFACTURERS INSTALLATION. INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT, FL 34288
SPECIFIEDIN TABLE ISHEET5. '
PH.941-380-1574
.6: ANCHOR'EMSEDMENTTO SUBSTRATE.SHALL BE BEYOND•WALL DRESSING OR:ST000O.-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 REQUIRElX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE,
ANCHOR "SCHEDULE AN
INSTALLATIONSkTO HOLLOW CMU.REQUIRE THE USE OFAX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE:
NOTES
TA MINIMUM CENTER -TO -CENTER -SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
DRAWN BY:
DATE:
B.-WOOD OR MASONRY-0PENING.S, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO. THE STRUCTURE.
SUBSTRATES.SHALL NEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
EMK
08(01/14
oW13 N: ,
CWS-928
REV: .
B
9. SEALING -AND ,FLASH[nG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY'OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN VIINDOW%, FMAIAAMA 200(FLANGE .WINDOWS), FMAIWOMA•250(BOXWINDOWS), FMAIAAMAMDMA 300(EXTERIOR DOORS)
SCALESHEET
1:15'
4 SHEET
SUBSTRATE BY
SEE TABLE 1
-INSTALLATION
SEE TABLE 1
PERIMETER SEALANT
INSIDE AND OUT
BY.INSTALLER
DO' NOT: COVER
WEEP HOLES
SUBSTRATE BY'OTHEI
SEE TABLE 1
SEALANT UNDER SCR
HEAD BY INSTALLER
x
A VERTICAUSECTION
5 TYPICAL SILLANCHORAGE
MIN. EDGE DIST.
SEE.TABLE 1
MIN; EMBEOMEf
SEE TABLE 1
/4" MAX:SHIM-
INTERIOR '
SEALANT BETWEEN FRAMff
AND SILL RISERBY INSTALLER
SEE
EDGE DIST.
TABLE 1
TABLE 1: °APPROVED
INSTALLATION FASTENERS'
SUBSTRATETYPE
ANCHORTYPE•
MIN. EMBEDMENT
MIN. EDGE:DIST.
CONCRETE-(2.0 KSI,IdIN.)' ,
3/16" ITW TAPCON
1-112"
1-116"
HOLLOW:.ORiGROUT-FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
V
2"
CONCRETE,(2.85 KSIMIR)_
3/16° ELMULTRACON
1"
1"
GROUT -FILLED CMU (ASTM G90)
3/16",ELCO ULTRACON
1-114'
2.1/2"
2XMIN. SOUTHERN PNE (G=0.55)
3/16",ITW TAPCON
ORELCO:ULTRACON
1-3/8"
7/8"
2X.MIN:.SOUTHERN. PNE(G=0.55)
#10'WOOD.SCREW
1-3/8'.
718"
16:GAUGE j0.060") MN. STEEL STUD
(33' KSI YIHLD'MIN)
#10.16 HILTI KWIK-FLEXORMW
TEKS SELF+ORILLING SCREW
FULL,THREAD
THRU 0.060"
7/16"
1/8' ALUM.(606345 IAN.),OR
1/8" STEEL'(33'KSI MN,)
#10 GRADE:5 SELF. -TAPPING /
DRILLING SCREW
FULL THREAD
THRU Oi125"
7/16"
INTERIOR
INSTALLATION
SEE TABLE I
PERIMETEI
BYINSTALI
SUBSTRAT
SEE TABLE 1
B HORIZONTAL:SECTION
5 TYPICALJAMBANCHORAGE
WINDOW SYSTEMS_ Q—J
1906 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC"
SLIDING 1GLASS
DOOR - IMPACT
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8%29/2017
LUCAS A: TURN5&,
FL PE # 58201
1239°JABARA AVF:
NORTH PORT, FL 34288
'PH. 941-960-1674
,IEET DESCRIPTION:
INSTALLATION DETAILS
PAWN BY: DATE:
EMK 08/01/14
WG@v REVT
CWS- 28 B
CAE' .SHEET
1:2 5 OF 5
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Product uprbyal Menu > Product or Apprication Search > Appliotion Urt 5, Appikation Detail
FL # F.1-20470-111
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Mandfacturer
Addr'ess/Phone/Email
-Authorized Slgnaturi2
Technical Representative
Addres's/Phone/Email
Quality Ms6ranceRepeesentative
Address/Phone/grhail'
'Category
Subc6tegory
Complla-ke,Method
Florida Engineer or Architect Name who develope
d
the EValuitloh-Repilii
Florida Lkense
Quality Atsurance Entity
QOfity Assurance C"&act Expiration Pate,
Validated By
Certificate of Independence .
Referenced Stzindard'afid Year(of Standard)
Th ' erma-TYb Corporation
118 Industrial Drive
Edgertdhj OH -.43517
(419) 298440
riCkA&M.bldg6bnsultants.coM
a
Vivian Wright
rickw6mbidgconsult6nits-1corn
Swingingl Exterior Door Assemblies:
Eyaluatton-, , Rei3ort to.r.6 a 'Adrida, Registered Airchitdct-br,a Licensed Florida
Pr6fossidnal.E ifiee'r
0. �Evaluavloh kepori,- Ha0co0y Received
.Lynd9n F Schmidt; P.E.
P.g-43409
Natio6al AccreditatJoh and Management Institute
Ryan 3. king, P.E.
9 Val , Jdation Chec'Ust.- Hardcopy,geceived
Fi20470 Ri col (b)—Certific6te:,of'lhdep&rid6nce,pAf_
Standard
ASTM -131:929
ASTM D2843.
ASTM D635
ASTM.'POS
ASTMMf360
ASTM , E84
�Fw Ft 74
ASTM G2*6
C4
"ASTM -G7
, TAS,201, 20220F•
Year
1996
1999
20.03
1996
-
A :-W'
a
Vrl4e"-,
1994
j
Equivalence of Pioduct Standairds
MMLG'dCkEkQO/.3d9K93d 1/5
• 5/912016
Certified By
Florida Building 'Code Online
Florida Licensed Profession gineeror Architect
FL20476 Ri Ea luy Eoulvasency of Standards.Mf
Sections from the Code
Product Approval Method
Date Submitted
Method 1 Option D
12/20/2016
Date Validated 08/18/2017
Date Pending MC Approval 08/23/2017
Date Approved 10/10/2017
Summary of Products
Go to"Page 0 0 Page 1/ 20 0
pe Model, Number or Name Description
2Q47o.1 a. Thermo Tru Fiber -Classic and Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass
i Smooth -Star Single Door (Inswing/Outswing; X configuration)'
imits of Use Installation Instructions
proved for use in HVHZ: Yes FL20470 R1 II (b) Iast 20470.1.p�
Ap roved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43469
impact Resistantc•Yes Created by Independent Third Party: Yes
Design -Pressure: N/A Evaluation Reports
Other: See INST 20470.1 for Design Pressure Ratings, any FL20470 RI AE .Ub Eval 20470.1.odf
additional use limitations, installation instructions and product FL20470 R1. AE (b) PlPlastics.2.pdf
particulars. Created by Independent Third Party: Yes
20470.2 b. Thermo Tru Fiber -Classic and Nominal 6 8 'Impact" opaque Composite Edge Fiberglass
Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)•
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See. INST 26470.2 fob Design Pressure Ratings, any
additional use limitations, installation instructions and product
Installation Instructions
FL20470 R1 'II (�) Inst 20470.2.pdf
Verified By: Lyndon F.LSchmidt, P.E. 43409
Created by IndependentThird'Party: Yes
Evaluation Report's
Yes
20470.3
c. Thermo Tru Fiber -Classic and
Nominal 6T "Impact' Opaque Composite Edge Fiberglass
Smooth=Star
Double Door with'CT without 5idelites (Inswing/Outswing;'XX
or OXXO,_configufations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20470 Ri II (b) Inst20470.3.pdf
Approved for use.outside HVHZ: Yes.
Verifed.By: Lyndon R'Schrnidt, P.E. 43409
Impact Resistant: Yes
Created by'Independerit Third Party; Yes
Design pressure: N/A
Evaluation Reports
Other: See INST 20470.3 for Design Pressure Ratings, any
FL20470 'R1 AE (b) Eval 20470.3.odf
additional use limitations; installation instructionsand_product
FL20470 RI AE (¢) TT Plastics.2.pdf
particulars.
Created liy Independent Third Party: Yes
20470.4
d. Thermo Tru Fiber -Classic and'
Smooth-Star:Single
Nominal WO."Impact" Opaque Composite Edge Fiberglass
Door (Inswing/Outswing; X configuration))
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
1FL20470 RS II fE Inst 20470.4.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon E Schmidt, P.E.43409
Impact Resistant: Yes
Created by Independent'Third Party:'Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20470.4 for Design -Pressure Ratings, any
FL20470 RI _ AE (o) Eval 20470.4.p
additional use limitations; installation instructions arid, product
FL20470 ';R1 :AE tb T. T'Plastics.2:pdf
particulars.
Created by Independent Third Party: Yes
20470,5 e. Thermo Tru Fiber. -Classic and Nominal 8 0 "Impact" Opaque Composite Edge:Fiberglass I
Smooth -Star Single poor with Sidelite(s) (Inswingyoutswing; �X(; ox or
OXO.'confgurations)
Limits of Use
Approved for use'in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistiirte Yes
Design Pressure: N/A
Evaluation, Reports
Third
dil.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9..%o2fp88zxka9rWOzxE1 e2Y1 MMLGdCkEKQ%3d%3d 215
Florida Building Code Online
5/912018
Other: See INST 264761.'Design Pressure Ratings, any FL20470 Ri A ) Eval 20470.5.Of
additional use limitations, installation instructions and protluct FL20470 Ri An tg) TT Plastics.2.pd1
Created by Independent Third Patty: Yes
particulars.
20470.6 f. Thermo Tru Fiber -Classic and Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass
Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use Installation Instiuctioris
Approved for use in HVHZ: Yes FL20470 R1 II (b)Inst 20470.6.pdf
Approved for use outside HVHZ:'Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
other: See INST 20470.6 for Design Pressure Ratings, any FL20470 RI AE (b) Eval 20470.5.pdf
additional use limitations, installation instructions and product FL20470 RI AE f la) TT Plastics.2.g_df•
particulars. Created by Independent Third Party: Yes
20470.7 g. Thermo Tru Fiber -Classic and Nominal 6'8 "Impact" Glazed Composite. Edge Fiberglass Single
Smooth -Star Door (Inswing/outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL26470 R1 II (b) Inst20470.7.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. A3409
Impact Resistant -Yes Created by Independent Third Party: Yes
Design. Pressure: N/A Evaluation Reports
other: See INST 20470.7 for Design Pressure Ratings, any FL20470 RI AE (b)-Eval 20470.7.pdf
additional use limitations, installation instructions and product FL20470 R1 AE (b) TT Plastics.2.pdf
particulars. I Created by Independent Third Party: Yes
20470.8
h. Thermo Tru Fiber -Classic and
Smooth -Star
Nominal 6'8 "Impact" Glazed Composite Edge Fiberglass Single
Door with Sideiite(s) (Inswing/Outswing; XO, OX or OXO
configurations)
Limits of Use
Installation Instructions
FL20470 R1 II (b) Inst 20470.8.gdf
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Verified By:�Lyndon F. Schmidt, P.E. 4.3409
Impact Resistant: Yes
Created, by Independent Third Party: Yes
Design Pressure: N/A
Other: See INST 20470.8 for Design.Pressure Ratings, any
Evaluation Reports
FL70470 R1 AE_ O1) Eval 20470.8.p
additional use limitations, installation instructions and `product
FL20470 RT 'AE '(W TTPlastics.2.p_cf-
particulars.
Created,by Independent Third Party: Yes
20470.9
1. Therma Tru Fiber -Classic and
Smooth -Star
Nominal 6'8 "Impact" Glazed Composite Edge Fiberglass
Double Door with or without Sidelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation instructions
Approved for use in HVHZ- Yes
FL20470 R1 II (b} Inst 20470.9.g_df
Approved for use -outside HVHZ: Yes
Verified By-' Lyndon F. -Schmidt, P.E. 43409
Impact Resistaim.*Os
Created by Independent Third Patty: Yes
Design Pressure: N/A
Other: See INST 20470.9 for Design Pressure Ratings, any
Evaluation Reports
FL20470 • Rl AE I" .Eval 20470.9.pdf
additional use limitations, installation instructions and product
FL20470.• RI At •( )"Tr Plastics.2.ndf
particulars.
Created by Independent Third Party: •Yes
20476.16
j. Therma; Tru Fiber -Classic and
Smooth=Stat,
Nominal 810 "ImpacY'-Glazed Composite, Edge Fiberglass Single
Door (Inswing/Outswing; X configuration)
Limits of Use
Approved for use in HVHZ: Yes,
Installation Instructions
FL20470 RI II (b) Inst 20470.10.pg
Approved. for use outside HVHZ: Yes
Verified By: Lyndon F Schmidt, P E: 43409
Impact Resistant:. Yes
Created by Independent Third Party: Yes
Design Prgssure. N/A
Other: See INST°20470:10for Design Pressure Ratings„any
Evaluation Reports•
FL20470 .RI 'AE (b)'Eval20470.10.pdf
additional use limitations, installation instructions and. product-
FL26470 'RS AE (¢) TT Plastics.2.pcl
particulars:
Created by.Independent Third Party: Yes
20470.11
k. Therma=Tru Fiber -Classic and
Smooth -:Star
Nominai 8`0 '"Impact" Glazed Composite Edge Fiberglass Single
Door with Sidelites) (Ins_ wing/Outswing; XO,'OX or OXO
configurations)
Limits of Use
.Approved for use in HVHZ: Yes
Installation Instructions
FL20470 Ri" II (b) Inst 20470 11.pdf.
Appr..oved for use'outside HVHZ: Yes
Verified By: Lyndon ,F..;SchMldt, P.E. 43409
.impact Resistant; Yes
Created by Independent'Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST•20470.11 for Design Pressure Ratings, any
FLio470' Ri ae (b) Eval z0470.11.pdr
additional use limitations,`Installation instructions'ani product
FI20410 R1.AE jt TTPlastics.2.pdf
particulars.
'Created ty4ndependent Ttiird Party: Yes
M470.12 I. Therma TYu Fiber Classic and Nominal 8'0 "Impact" Glazed. Composite Edge Fiberglass
Smooth -Star Double Door;with 6� without Sidelites (Inswing"/Outswing; XX
or.OXXO configurations)
_app_dtl:aspx?param=weEVXQwtDgsJ5a49YAgYJuuO6/g4.86zxka9rWOZXEl e2Y.1 MMLGdCkEKQ%o3d%$d 3/5
, 5/9/2018 II .Florida Building Code Online
Limits of Use Installation Ii ctions
Approved for use in H'Vr7G: Yes FL20470 R1 I'. uL Inst 20470.12.pdf
Approved for use outside HVHZo-Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created: by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 20470.12 for Design Pressure Ratings, any FL20470 R-1 AE fb) Eval 20470.12.pdf
additional use limitations, installation instructions and product FL20470 Ri AE__(b) TT Plastics.2,Of
particulars. I Created by Independent Third ,Party: Yes
20470.13
m. Therma Tru Fiber -Classic and
Smooth -Star
Nominal 618 "Impact" Opaque Composite Edge Fiberglass
Single Door with "Non -Impact" Sidelites) (Inswing/Outswing;
XO, OX or OX0 configurations)
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL20476 RI II (lb) Inst 20470.13.,Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Impact Resistant: Yes
design Pressure: N/A
Evaluation Reports
Other: See INST 20470.13 for Design Pressure Ratings, any
FL20470 R1 AE (b) Eval 20470.13.pdf
additional use limitations, installation instructions and product
FL20470' RI AE_ (b) TT Plastics.2.pd
particulars. (For Fiber -Classic and Smooth -Star Sidelites, this
Created by Independent Third Party: Yes
product approval requires the use of "J" part numbers for
these Sidelites, which have been stained or painted within six
months of installation.)
20470.14
n. Therma Tru Fiber -Classic and
Smooth -Star
Nominal 6'8 "Impact" Opaque Composite Edge Fiberglass
Double Door with "Non -Impact". Sidelites (Inswing/Outswing;
OXXO cohfiguration)
Limits of Use
Installation Instructions,
Approved for use in HVHZ: Yes
FL20470 '117 II (b)nst I20470.14.Qdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20470.14 for Design Pressure Ratings, ;any
FL20470 -R1 AE (b) Eval 20470.14.Rdf
additional use limitations, installation instructions and product
FL20470 RI AE (b) ZT Plastics.2.pdf
particulars. (For Fiber -Classic and Smooth -Star Sidelites, this
Created by"Independent Third Party: Yes
product approval requires the use of " Y' part numbers For
these Sidelites, which have been stained or painted within six
months of installation.)
20470.15 6. Therma Tru Fiber -Classic and Nominal 8'0 "Impact" Opaque Composite Edge Fiberglass I
Smooth -Star Single Door with Non -Impact" Sidelite(s) (Inswing/Outswing;
XO,'OX or OXO cohfigurations)
Limits of Use Installation. Instructions
Approved for use in HVHZ: Yes , FL20470 Rl II (b) Inst20470.15.pdf
Approved for use outside. HVHZ,: Yes Verified B.y: Lyndon_F. Schmidt, PE.43409
Impact Resistant: 'YesLL Created by-IndependentThird_ Party: Yes
Design Pressure:.N/A Evaluation Reports
Other: See INST 20470.15 for Design .Pressure Ratings, any FL20470- RI .AE (b) Eval 20470.15.pd
additional use limitations, installation instructions and product FL20470 R1 AE :(b) 7T Plastics.2.f
particulars, ,(For Fiber-Classic.and..Smooth-Star Sidelites, this Created_ ,by Independent Third Party: Yes
product approval requires the use of ] pain numbers for
these Sidelites, which have been,sta"ined or painted within_ six
months of installation.)
20470:16 p. Therma-Tru Fiber -Classic and Nominal.•8'0 "impact'° Opaque Composite Edge Fiberglass
Smooth -Star Double Door with "Non=Impact" Sidelites (Inswing/Outswing;
OXXO configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL20476 Ri II .(6 Inst 20470.16.pdf
Approved for use outside HVHZ: Yes Verified'By: Lyndon F, Schmidt, P.E. 43409
ImpactResistant:.Yes Created byIndependentThird Party: Yes
Design Pressure: N/A Evaluation Reports
other: See INST20470.16 for Design Pressure Ratings, any FL20410. R1. AE (b} Eval 20470.16.jLf
additional use limitations, installation instructions and product FL20'470 Ri -AE (b) TT Plastics.2.pdf
particulais:'(For Fiber -Classic and Smooth,Star Sidelites, this Created by'Independent Third Party: Yes
product approval requires fhe use of part numbers for
these.Sidelites ,which fiave been stained or•painted within six
months of installation.)
20470.11 g. Therma Tru Fiber -Classic and Nominal 6'8 "Non:Impact" Opaque Composite Edge Fiberglass
Smooth -Star ;Single Door (Inswing/Outswing; X configuration)
Limits of Use insttallatien inw"stiona
Approved for use in-HVHZ.: Yes, �FL20470 Rl II (b) Inst'20470,17.pdf
Approved. for use outside HVHZ: Yes Verified By: Lyndon F 561 midtf RE. 43409'
Impact Resistant: No Created by Independent Third- Party; Yes
Design'Pressure: N/A 'Evaluation Reports
Others See INST 20470.17 for Design Pressure -Ratings, any FL20470 of AE (b)_Ev'al-20470.17.pd�
additional -use limitation's, installation instructions.and product FL20470 _R1 AE -(W TT Plastics.2.pdf
particulars. (For Fiber -Classic and Smooth -Star Sidelites, this Created by Independent "Third Party: Yes
ng.org/prlpr app_dtl.aspx?ppram=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWbzxEle2Y1MMLGdCkEKQ'/o3d%3d 4/5
5/9/2018
Florida Building Code Online
product approval requir.4 ; use of "7" part numbers for
these Sidelites, which hL: ..een stained or painted within six
months of'installation.)
20470.18
r. Thermo Tru Fiber -Classic and
Smooth Star
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL20470 ':Rl II W Inst.20470.18.pLf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt; P.E. 43409
Impact Resistant: No
Created by Independent Third'Party:•Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20470.18 for Design Pressure Ratings, any,
FL20470 RI AE (b) Eva[ 20470.18.pdf
additional use limitations; Installation instructions and product
FL20470 RI AE (j�) TT Plastics.2.Rdf
particulars. (For Fiber -Classic and Smooth -Star Sidelites, this
Created by Independent Third Party: Yes
product approval requires the use of "I" part numbers for
these Sidelites, which have been stained or painted within six
months of installation.)
20470.19 I s. ThermaTru Fiber -Classic and I Ndminal.6% "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star Double Door with or without Sidelites (Inswing/Outsviing; XX
or OXXO configurations)
Limits of Use
Installation Instruction's
Approved for use in HVHZ: Yes
FL20470 R1 II (b) Inst 20470.19.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt; P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20470.19 for Design Pressure Ratings, any
FL20470 R1 AE (b) Eval 20470.19.pdf
additional use limitations, installation instructions and.product
FL20470 Ri AE (b) IT Plastics.2.pd
particulars. (For Fiber -Classic and Smooth -Star Sidelites, this
Created by Independent Third Party: Yes
product approval requires the use of "3" part numbers for
these Sidelites, which have been stained or painted within six
months of installation.)
20470.20
t. Thermo Tru Fiber -Classic and
Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Instaliation Instructions
Approved for use in HVHZ Yes
FL20470 RI II '(b) Irtst 20470.20.pdf
Approved. for use outside HVHZ: Yes
Verified By:. Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20470.20 for Design Pressure Ratings, any
FL20470 R1 -AE (¢) Eva[ 20470.20.pd
additional use'limitations, installation instructions and product
FL20470 R1 AE. (¢}TT Plastics.2.
particulars. (For Fiber -Classic -and Smooth -Star Sidelites; this.
Created by. independent Third Party: Yes
product approval requires the use of '7"-part numbers for
these Sidelites,: which have been stained or -pain t6d within six
months of installation.)
Go to Page = e 4 9 Page 1/ 2 0 i0
Sack Pleat
Contact Us :: 2661 Blair Stone Road' Tallahassee F132399 -Phone: 850-487-1924
The state Of Florida is,an AA/EEO employee ,C=opy�r'ghi 2067-7.013 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-recntds request, do not send electronic
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
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please click h.—
Product Approval Accepts:
M® 99 M
,' 'aGrerl�t Gartl
MMLGdC.kEKQ%3d%3d' 5/5
0
s
THERIMAITRU"
000as
Fiber -Classic..& Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWINOIOUTSWiNG
'7MPA.CT`
GENERAL NOTES
1, this product evaluation drawing has been developed In compflonce with the 61h Edition (2017) Florida Building
Code (FBC) Including the "High Velocity Hunlcane Zone" (HVHZ).
Z Product anchors shall be as listed and spaced as shown on details. Anchorembedmentto base material shall be
beyond wall dressing or stucco.
3. When used in the:"HVHT'this product compiles with Section 1626 of the FBC and does not requae an impact
.resistant covering.
4. When used In areas outside,ofthe "HVHZ" requiring wind borne debris protection, this product compiles with FBC
Sections 1609.11 & R301 a.1land does not require an impact 7esistant.covering, ft product meets missile level
"U andincludes:Wlnd Zone.4 as defined InASTM E 1996 and FBC Sections 1609.1.2.2`& R30121,2.1.
5.. For 2x stud framing construction,.anchoring of these units shall bathe same as that shown for 2x buck masonry
conshucfion.
Site conditlons that deviote from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. This product meals thewoter infiltration requirements for the "HM'.
s. Outswing configurations using Coastal Sill (item #19) & Composite Sill (item#16) under active doors meet water
Infiltmttonrequirementsfor'HVHZ"- Al other configurations do not meet the water Infiltration requirements for the
"HVHP;and shall be Installed only innon-habitable areas or at habitable.locations protected by an overhang or
canopy such that the angle between the edge of canopy or, overhang to sEtIs less than 45 degrees.
TABLE OF CONTENTS
RON
Elevations, Design Pressures K General Noes
SHEEN
7
vertical Cross sections resh ds
panel
t6ft
8
BuckB me Anchoring
s
9 :
Hardware Defogs
a & e calCrossSecHons 2><Buc
10
Com onents
o &Vert cal Cross Sections 1 Buck
1 I
Bill of Materials
a & enlca Cross sec ions D ct to Moson
37.75" MAX OA
FFRAMEWIDTH
El
O- M.-°0
O,
_. O:
wW `_ x
ty
CONFIGURATION -LOCK
HARDWARE
DESIGN PRESSURE (PSI)
INSWING
DESIGN PRESSURE (PSP)
:OIITSWiNG-
POSlT1VE
NEGATIVE
POSITIVE
NEGATIVE
x
Kwikset
+75.0
-75.0
+80.0 "
-800
x
Schtage
+75.0
-75.0.
+75:0
.75.0
x
Multipotnt'
+55.0
-60.0
+55.0
-55.0
See Sheet 3 for Hardware Speciflcafions
om
P"
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1
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EXTERIOR 3.6"
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00.000000
o' o 0 0 0 0 0.
COMPOSITE
0:0 0 0 0 0 0 0
COMPOSITE STEEL REINFORCEMENT
LOCK STILE CAP
0000000
CAP HINGESTILE (0,023"THK.)
INTERIOR
(ENGINEERED WOOD)
00000000 000
(ENGINEERED WOOD)
00p o
1. HORIZONTAL CROSS SECTION
000o
00.000
2
0.406"
0
0000000'
�'--0.7"
00000000
'
JU 0.000000:
1100000000
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STEEL REINFORCEMENT
PANEL REINFORCEMENT
28.86% OPEN
(0.023"ThlckSteel)
AREA MAX.-
* #8 X 2S' PFH WS (TYP. C EACH DOOR CORNER)
36.0" MAX. DOOR
PANEL WIDTH
&-Cl ® 2
m u,
x
gWoo
X -T
I,� p
4O DOOR PANEL
BOOK
35.813" MAX, DOOR
PANEL WIDTH
DOOR PANEL
41 Hybdd D..,
COMPOSITE'
CAP- HINGE STILE
(ENGINEERED WOOD)
BITMAX. DOOR
PANEL WIDTH
4Z DOOR PANEL
1110.
j Orr��LT Y 4— tiT,�.S'7l—T
STEELREINFORCEMENT .INTERIOR LOCKSIILE 'CAP
�0.023 -THK) (ENGINEERED WOOD)
[�2 �HORIZONTAL CROSS SECTION
2 ,
STEEL
0
TOP RAIL
)SITE/EdG'
WOOD).
----FOAM CORE,--
J
(POLYURETHANE-
1.9 PCF MIN.).
INTERIOR
EXTERIOR INTERIOR
r - fY
FIBERGLASS SKIN
I
I BOTTOMRAIL�/
(COMP.)
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�"..
y Iv PART: OR ASSEMBLY: _ //J�� BUILDING CONSULTANT$,
p R ,V1 1 •'7 14 17 UPDATE`TO 6M ED. 2017 F8C JK V V P.O. Box 230,. Voldco.:FL 33595
m NO .DATE •'• -BY. Phoge No - 813 659 91.97
. •REVISIONS ` Q�A710N$ pgpE cA .No. 9&13
®21376 R.W. 9UILOINIi CONSULTANTS INC. -
Prod+�AvP�'d�W.'--'-1VFiZ7T= etc- Dravdr9AM.20470(ZoSi)1iG79470.13.dwg,4.1,
11
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o y J 7 14 k7 MATE.TO 6TH ED. 2017 FBC ,JK
of NO DATE gy HORIZONTAL &vm
REVIs10N5 CROSS SEC -BONS
316 R.W. BUILDING OCNauiswNTe INC.
1-lle MIN.
EMB, M?.)
7. 25/. j
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THERMA—TRU_ Lyndon' F. 5o Idt ����'`p'• ti
+FIBERGLASS DOOR R.E No: 4340s
R' ASSEM9LY: BUILDING I ' -ANTS WC7,(i:_ _ _...CONSULTCONS
�If
Q9-
EMB. (Typ.)
1.5 ."
MAX.
EXTERIOR INTERIOR
EXTERIOR �,"! INTERIOR
VERTICAL CROSS SECTION 4 \VERTICAL CROSS.SEC'TION
\,A-ll.q,vnM,e 11.0 Ma'"
\,�'oh.,Ot=,Dg"O.c,d'y'044c"9011n'6yl..b DIRECT TO MASONRY�MAX.bESIGKPRESSURE. 0 t""Ingg� lla,9/IVj..b
wl STANDARD STRIKE =-, i,55.PSF
,w/SECURITY STRIKE = :t6 5 FSF
C
INTERIOR
INTERIOR
IMMMINN"
i lb-
M
MI-1-1/4-MIN. W
E93. TIFJ 44 1 �
EXTERIOR 17// 1 U_
1_�IAVMIN.
EMB. jTYfj
KJS� HORIZONTAL CROSS SECTION
K_2'� HORIZONTAL CROSS SECTION .�'3 HORIZONTAL CROSS SECTION \,.�.Shown Direct to Masonr
s to Mcs Outswing only wl 0116 jamb
oln,Vlamb '��6:�O',OW,."�,'I,'OW/M4T9olln6q], b
outsvAngonly-w/4-W M
MAX
rKQ, A
s t4
C4
0
5,
-A
3
I
ZR
EXTERIOR I I E
1-1/4 MIN.
EMB. ([YP.)
6 HORIZONTAL CROSS SECTION
Shown Direct to Mosonr
0 X,
utsvAng'.only wl 6-9116 jamb
Notes:
1. SolItem #Is 17, 18; 19,3Z 34,35;.36,37,3B & 39 are attached to jambs wl (3) #6 X 21/2' ' pfh screws at each end.
Sill Item #s 16A 33 are attached to jambs w/ (2) #8 X 2-112'pfh screws at each end.
SIR Item # 15 Ii attached Joijambs utiUzlng. (2) # 10 X 21 pph.SMS.Pt each end:
INTERIOR: EXTERIOR.
SEE NOTE I
rl-"VERTICAL CROSS SECTION
EXTERIOR
INTERIOR
16 17 .8 19
40 41 42
7
SEE NOTE I
VERTICAL CROS SECTION
e.0utvftSil (coostco SM Shown)
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1� at"Pi
RiZ
VERTICAL CROISSECTIOU &l
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SEE NOTE I
DAM 08/02/16
=AM- AT.S.
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FBPE.CA No.•9813
REMSIONS
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LI 43409. .1,_
FL 3359
97
2016•R.W. BUILDING CURGULTAN19 INC.,
BILL OF MATERIALS
BILL OF MATERIALS
I . TEM4—
DESCRIPTION
MATERIAL
M #
DESCRIPTION
MATERIAL
A
-IX BUCK (SG >=0.42)
WOOD
25
#8 x 2-112"PFH WOOUSCREW
STEEL
29 BUCK(SG>= 0.42)
WOOD
26
#8 X 5/6'PFH- WOOD SCREW'
STEEL
C
1/4", —SPACE
27
-LATCH STRIKE PLATE
STEEL
D
1/4"-X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
E
MASONRY - 3,000 PSI MIN, CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SECURITY.SUB STRIKE PLATE
STEEL
-28B
DEADBOLT--STRIKE PLATE -(SECURITY)
STEEL
G
L
3/1 e X 3-114"ITW CONCRETE SCREW
17 X 3-3/4" PFH ELCO OR ITW` CONCRETE SCREW
# 10 X 2-1 /Z'PFH W00L) 5(;Kt:vv 11. 1 S'MIN. EMBEDMENT)
STEEL
STEEL
STEEL
29
30
31
4"X 4!"HINGE
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
-MUILTIPOINT STRIKE PLATEJTONGUEISYSTEM)
STEEL
-
ALUM/COMP
ALUM/COMP
M,
N
3116, F2--114"ITW CONCRETE SCREW
3/1 6'X 2-3/4'ITW CONCRETE SCREW
'STEEL
STEEL
32
33
INSWING THRESHOLD
INSWING THRESHOLD
ALUM/COMP
ALUM/COMP
I
JAMB (FINGER JOINT
WOOD
34
7TINSWINGTHRESHOLD-
INSWING THRESHOLD
ALUM/.COMP"
6
WF-A1tit:MINIP-(MEDIUM REACH)
FOAM
35
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)_
FOAM
36
INSWING THRESHOLD,
ALUM/COMP
— B
--SWEEP
V—
VINYL
37
INSWING THRESHOLD-
ALUM/COMP I
9
SWEEP (USE W1 MODERATE CLIMATE THRESHOLD)
VINYL
38
INSWING THRESHOLD
ALUM/COMP
',10
SWEEP (USE W/-PUBLIC ACCESS THRESHOLD)
VINYL
39
INaWINGTHRESHOLD
ALUMICOMP
15
PUBLIC ACCESS THRESHOLD
ALUM
40
-DOOR RANEU(BOOK)',
16
OUTSWING THRESHOLD
ALUM/COMP
41
I -DOOR -PANEL (HYBRID)-
417
OUTSWING THRESHOLD
ALUM/COMP
42
1. DOOR PANEL (U1J
18
'OUTSWING THRESHOLD .
ALUM/COMP
19
COASTAL OUTSWiNG THRESHOLD . .
ALUM/WOOD
22
#8 x 314! PFH WOOD SCREW
STEEL
23
fl 0 x —3/4" PFH WOOD SCREW
STEEL
24
#10x I" PFH WOOD SCREW
STEEL
MR
19. -g
CONCRETEANCHOR NOTES. vi 5
1. Concrete onchorldcations afth6 comers maybe adjusted to m6fritaln the min. (n
Z
edgedl;fahcq to Mortarlotht&
i Concr6teanchorlocatloni noted as "MAX. ON CENTER" must be adjustedto.
maintain the min. edge distance to mortorJoInts, additional concrete ,anchdrs.
maybe requked'to ensure the "MAX ON CENTER'd1menslon ore not exceeded.
3. Concretpon ortab ch le.
.. .... ...
gs.
...... .......
..... ..........
..........
ITw
TAPCON"
IX
I-Itc
2!
4"
ELCO
ULTRACON
1/4"
1414"
1.
4"
ITW
311V
1AX
ASSHOWN
1-im
' TAP
I
I
I
WOOD SCREW INSTALLATION
d distance, & 1" O.C. satin of
14 Maintain a'mlnhvm 518" edge distance, V en
wood screws topr6vent the splitting of wood.
r n LFS
WHO N04 ,
"FL-20470.1
2..�
''
' , .
Z.
>. h�PubliWtios CntR Us1
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BCIS,Aome [LIn 1`userRegC11 I HotTopes;j SubmitSucage p.isatoks' Search
�a SCANNED
Prod
SER; uct'Approva1 By
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St. eels 1
Product Anbro4al Menu > Productar Application Search ,> application. List > Applkation Detail
FL:# FU.823-"
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived`
Product.Manufactuhar� j Custom Window $ystemsinc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala; FL34474
(352) 368-6922 Ext-245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
r
Technical. Representative 7ay'Lathrop
Address/Phone/Email 1900 SW 44th Ave
-
Ocala,.FL 34474.
(352)368-6922 Ext:291
jiathrop@cws.cc`
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email, 1900:SW �44th Ave
Qcala; FL'3.4474
(352) 36, 8 6422 Ext •2m1
,amonteverde@I* cc ' .
Windows'
'Cate gory w
SubcorY
ate " Sm le Hy
rig
g
'compiiance;Method; Evaluation Reportfrom a'Flonda Registered -Architect or-a,Llcensed Florida
'Professional En 'Weer
9!.
Evalu Report:-"Hardcogy Received'
Fiorida.Engineer or Architect, Name who developed the. Lucas A. Turner
Evaluation Report
'Florida License pE=58201
Quality Assurance Entity' Keystone Certifications, Im
Quality Assurance;Contract"Expiration` Date, A7/21/2020 ` '
Validated lay Steven M Urich; PE
Z Validation Checklist - Hardcopy Received
Certificate. of lndepen,enpe FL5823 •R8 C0I,EvaiRe6ort155U.pd
Refergriced Standard and Year (of Standard) Standard Year
AAMA%V1/DMA/C5A/lol/I S 2/A440-DS., 2605
ASTM E180,&02, 2002
ASTMss5 oS 2005
ASTM;.E1996':U2 ` 2002
ASTM;ET996 D5, 2_ 5
4 PA/TAS'301/202[203
C.,
i
Equivalence`of Product Sty ds
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date'Pending FBC Approval
Date .Approved
Summary of Products.
Method 1 Option D
09/28/2017
09/10/2017
1.0/02/2017
12/12/2017
FL # Model, Number or Name Description
5823.1 8100 Vinyl. Single Hung 8100 Vinyl,.Single Hung (Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLS823 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 EvalReiiort155D.od1
OP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes
36 ft. in'.HVHZ. Glass complies to ASTM E1300=04.
5823.2
SH-8100 Cont.. Hd. & Sill
SH-8100.Cont. Hd-. &.Sill (double Single Hung), Impact, 74 1/8"
x 63".
Limits of Use
installation Instructions
Approved for, use in HVHZ: Yes
FL5823 R8 II` CWS-440C.rdfdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Ttimer 58201
impact Resistant: Yes
Created by IndependeptThird Party: Yes
Design Pressure. N/A
Evaluation Reports
other: Max. unit size 72-7/8" x 61z3/4'. Outer lite in I.G.
FI_5R23 R8 AE EvalReoor"t440C.pdf
must be safety glaze d.when used above 30 ft: in HVHZ._ Glass
Created by Independent Third Parry: Yes
corrlplies to ASTM E1300=04.
Back Next
Contact Us,:; 769t'.Blair Stone Rohde7allahaseee F132399 Phone: 850-487-1824
Th..Stat. n4 Ff rid. is an.Av7 w emniwer:..Capytlght 7007-2013'State 6t Fl rich •.D - '
.. n �c"v-Gt'atemerit; Qccesslbiiity Statement Fef0rid5+afQrttgnt
MAX:,SASH WIDTH
TABLE.OF CONTENTS
GENERAL NOTES &ELEVATIONS 1-
OWINGDETAILS..,:, ... 2
SECTIONNIEWS 8 ALT. FRAME.. $
EXTRUSIONSA B.O.M ..4
ANCHOR'SCHEDULEBNOTES .,.....5
INSTALLATION DETAILS ................6
R& —T
GENERAL NOTES:
- - -
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
sLE—Im
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
IS RATED FOR,WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
IN ASTM E 1996 PER THE FBC:
2. GLAZING OPTIONS: (SEE SHEET 2)
2LV.4_
3. CONFIGURATIONS:'°O/X".
OVERALL FLANGE WIDTH
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED,ON, TESTED' PRESSURE AND
3
GLASS TABLES ASTM E-1300.0001/09.
MAX UNIT WIDTH
-POSITIVE DESIGN LOADS BASED ON, TESTED:PRESSURE, WATER
INFILTRATION TEST.PRESSURE,AND GLASS TABLES
31 13/1 g"
FGLASSOLO
ASTM E-1300-04e01/09;
A
5. ANCHORAGE: THE331/3% STRESS INCREASE HAS NOT BEEN USED-
IN THE DESIGN OF THIS PRODUCT: SEESHEET 6 FOR ANCHOR
DETAILS. W INDLOAD DURATION. FACTOR Cd=1`.6 WAS USED F,OR WOOD
ANCHOR CALCULATIONS.
j I j
6. PRODUCT. APPROVED FOR IMPACT RESISTANCE, THE IMPACT SWEEP
LOCKS ARE INTENDED..TO BE LEFT UNLATCHED DURING NORMAL
B' B
GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO
DLO HURRICANE WINDS AND FLYING DEBRIS:,.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
T `' �. I
USED AT FIXED MEETING RAIL AND JAMB.
8. SERIES / MODEL. DESIGNATION SH-8100.
5/16•. '-.
9.THE, DESIGNATION XAND'O;STAND FOR THEFOLLOWING
UC
X - OPERABLE SASH, 0 =: FIXED'SASH.,
SH }(
iGHT
2Z
GLASS 10. SECTION CALLOUTS APPLYTO ALL ELEVATIONS IN A SIMILAR
1
1'
DLO LOCATION.
11. EXTERNAL.WEEP SLOT=1/4"x IIA14" LOCATED 4" FROM BOTH ENDS.
-A,
12. SWEEP LOCKS.INSTALLED ON,WINDOWS OVER 36"'x 62".
28=
GLASS'DL0
31..5/167.
LucasTurne,
MAXSASH WIDTH
r
2017=09-22
1,1:38-04:00
LOCATION
MAX. UNIT SIZE
DESIGN PRESSURE
IMPACT'RATING
RATING
NON=HVHZ
` 53;- 1`18" x-76"
+/- 65 PSF
LARGE MISSILE IMPACT
HVHZ
NON-HVHZ
36" x.62"
+65 / -75 PSF
= HVHZ
+67.51-75; PSF
WINDOW SYSTE.N
1900 SIN 44TH AVE:
OCALA, FLORIDA,34474
W W W.CwS.CC
8100 PVC
SINGLE HUNG
IMPACT
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LUCAS A. TURNER, P.E:
FL PE'# 68201
1239 JABARA AVE.
NORTH PORT, FL',34288
PH. 941=360-1574
GENERAL NOTES AND
ELEVATIONS
dAWN.BY: DATE:.
.ADE 06/10/08
NOif: REV4
CWS-155 D
3ALE' SHEET
1;1 1 OF 6
- —
- -
l8'-OVERAtLINSUL7dEDUUA -
-
�
WINDOW SYSTEMS
i/8" ANNEALED
1/8' ANNEALED
1900S4V 447H AvE..
7116' AIRSPACE
7/16"'AIRSPACE
OCALA, FLORIDA 34474.
www.cws.cC
5N8" LAMINATED,GLASS•
5116" LAMINATEDGLASS
1/8' ANNEALED
118'-ANNEALED
8100 PVC
.090",PVB'INTERLAYERBYDUPONT
.090" PVBINTERLAYER.BYDUPONT
-SINGLE HUNG
1/8' ANNEALED
118' ANNEALED
IMPACT
QUANEX DURASEAL
QUANEX DURASEAL
IG SPACER
IG SPACER
? .+y 4 z 0.
w
I 'PURFECT'GLAZE''H" OR.SIKAFLEX.552 1 PURFECT'GLAZE "H' OR SIKAFCEX 552
ow I ¢ o,p
1
1/2' GLASS BITE
1/2" GLASS BITE
O
a cn Z} O,a 3 m
"38
.:38
U
'_Z
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Q
--
� N
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Z_y N
x
Ir
�'Oy�'
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a Lu
GLASS TYPE A
GLA$$ TYPE A SASH.LITE
FIXED LITE
.tiVCEN3FGNo,
v :" Ne 58241'
7/8' OVERALL INSULATED GLASS'
716"=OVERALL INSULATED GLASS
1l9°.TEMPERED
118" TEMPERED
Ofi j
7116" AIRSPACE
7/16"'AIRSPACE
dtv��"'
5/1W LAMINATED GLASS
5116` LAMINATED GLASS:
UB".ANNEALED
118" ANNEALED
.090-YVISINTERLAVERBYDUPbNT
090" PVB'INTERLAYERBYDUPONT
1I8' 'ANNEALED
1/8° ANNEALED
1
QUANEX'DURASEAL•
QUANEXDURASEAL
_IG SPACER
IG SPACER
9722/2017.
18 PURFECT GLAZE `H",OR SIKAFLEX 552
18 PURFECT GLAZE'H' ORSIKAFLEX 652.
LUCAS A. TURNER,'$:E.
FL PE # 58201
9
1/ LAG2 S_BiTE
1/2' GLASS BITE
�'1239 JABARA AVE;
NORTH PORT,: FL`34288
° 38
�` 38
PH. 941.>360-1574
SHEET DESCRIPTION:
•.
GLAZING DETAILS
4
0
DRAWN BY:
DATE
ADE
06/10/08
DWG#:
RE --
SETT NG BLOCKS PER.FBC 2411.3.3.1
GWS-155
D
_ GLASS TYPE
B
cA�E:
SHEET
GLASS TYPE B. SASH LITE
FIXED LITE
1;1'
.2 OF 6
TERR7R
WINDOWa�'TEMS
3: 21 19 10 39 11 1 1 15 3
1900'SW 44TH AVE:
OCALA; FLOMDA 34474.
W WW.CW S:CC
8100 PVC
41 a1
` o
SINOLE:HUNG
IMPACT
46 O
Y ,. 21 _ -
'Z 3: <z!
5
.12
20 12 20 26
O Z l - CIE
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U
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NOTE:, SHOWS'FIXED SECTION VIEW,
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z
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13
12`
14'
&0.
9
4
9122/2017
LUCAS A. TURNER,,P.E.
ao 1B
FL PE k5820.1
1239 JABARA AVE.
NORTH PORT, FL 34288.
PH. 941-380.1574
`
41
SHEET DESCRIPTION:.
SECTION VIEW=C-C.
SECTION VIEW A -A
-ALTERNATE -FIN 'FRAME LOCK;REQUIRED
SECTION VIEWSSWEEP
NO"SWEEP LOCKS ALLOWED FOR SIZES OVER 36" x 62"...
pRA BY:
oq?E
FOR-UNITS'36" x'62" AND UNDER.
ADE
06/10/08
PWG .
REV.:
CW.S-155
ITEMS,NOT, SHOWN FOR CLARITY:
22, 27=2B; 33=37.43-4'5
scALE:
'SHEET
A:2
3iOF 6
Ralf
x1 112:_P;
Washer —
STEEL
'35
P-3581
SereenCBth
VINYL
WIER
36.
'P-3033
I Screen SjrInq
STEEL
HURLEY
37.
4==3029%
Screen Pdl,Tab
STEEL
HURLEY
38,
P_=3352
SBt:•_Blk-85Dur.1/8"�x5/8"X2"
RUBBER
FRANKL'OWE
-39
.P4768
#8 x5/8 Phil Pan Znc
21NC
FASTENAL
40
P-4479
Wee cover
.PLASTIC
M&M
41
-P-3113-
Screw S4 rt
RUBBER-
TEAM'
42
P-6025=
Sash Stac
L PVC
MIKRON.
M&M
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS•OTHERWISE NOTED:
m'.
PVC FRAME FLANGE-6031
3
PVC FRAME F&6048
15H 6•
4
1116'
PVC'SASH'STOP =6025
314"
31161
11
1/16•
REINF: S.B.RJS.S.R._ -1498
1 15118"
8
1 s/B•
Lq ui6•
PVC SASH BTM. RAIL•6028
13l�
1
21/8'10
16'
q 1116
PVC SASH SIDE RAIL48004
112°
III
1/16
PVC SCREEN CATCH - 6013
314'
9
1511� 1118"
REINF.. BTM RAIL-1699
WINDOW SYSTEMS N:�
23116 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws,cc
1H8° CORNER WELO 8100 PVC
(ALL SIDES) SINGLE HANG.
1`B IMPACT
PVC SASH TOP RAIL-8027'
? �. a'ZO
OWD Q OW
W Z O.Z Z.�
in:av1��0a�m
Mw�zdr3.�,T
0 O F-00'ci
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z ? ,
4 SCREWED TOGETHER WITH Z O O:E3 ryj � V V
OUTERFRAME a f- Z'U- W ZO 0 o:Z
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I Zylp—�O�..
o .u,
L �
FIXED RAIL �a n. It �' C,
"(I�
1 5116° 2
I 045. r 1H6"
PVC FIXED RAIL COVER -6063 PVC SCREEN SUPPORT -6014
1
L 1/16•
REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064
,� a1
SCREW SUPPORT-3113
9/22/2617
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
1EET DESCRIPTION:
130M AND EXTRUSIONS
RA N : DATE:
ADE 06/10/08
WG#: E .:
CWS-155 D
D : SHEET
1:2 4 OF 6
15' MI
6' MA
6a n�A
:ANCHOR -LAYOUT - (FLANGE)'
SIZES OVER 36" x6Z'
MAX
MAX
MTG R
ANCHOR LAYOUT - 'FINI
SIZES OVER 36" x 62"
ANCHOR AT MIDSPAN (TYP.)
6- MAX (TYP.)
W MAX (TYP.)
ri
1013116,
MAX O.C.
(TYP.)
L
4" (TYP.Xi
4',MAX .(TYP.) 8 MAX O.C. (TYP.)
t
8. I. O t
MAX. D.C. Qr (TYP.)
lL MT0 kL
x
x.
ANCHOR LAYOUT - (FLANGE)
SIZES 36" x 62" AND UNDER
ANCHOR LAYOUT - (FIN)
SIZES 36' X 6Z' AND UNDER
NOTES:
1. INSTALL ONE ANCHOR AT,EACR INSTAL.LATIONLOCATION. SILL ANCHOR SPACING SAME'.AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS: MAX. ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOADBEARING'SHIMS SHALL BE
CONSTRUCTED OFHIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHORTYPE; SIZE, SPACING AND EMBEDMENT SHALL BE'AS SPECIFIED.IN THESE DRAWINGS;, SEE TABLE 1, SHEET 6.
4. ALL-INSTALLATIONANCHORS 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 MANUFACTURERS 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-REQUIRETHE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
-7. A MINIMUM CENTER -TO -CENTER -SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:13 FOR MASONRY, 1" FOR WOOD AND METAL,
S WOOD OR MASONRY OPENINGS,BUCKS'AND'BUCK FASTENERS'SHALL BE, PROPERLY':DESIGNEDBYTHE ARCHITECT.OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE..
SUBSTRATES SHALL MEET. THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,.SHEET 6i CONCRETE AND MASONRY SUBSTRATES MAY'NOT BE CRACKED.
9. SEALWG'AND'.FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA100(FNWINDOWS),FMAJAAMA200(FLANGEWINDOWS), FMANVDMA-250(BOX•WINDOWS),FMAIAAMAIWDMA300(EXTERIORDOORS)
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVG
SINGLE HUNG
:IMPACT
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LUCAS A. TURNER, rai
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 3428E
PH. 941-380-1574
ANCHOR SCHEDULE
NOTES
ADE, 06/10/08
VG* R ..
CWS-155 D
%^L SHEET
1:25 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST,.
SEE TABLE 1
<SUBSTRATE BY OTHERS
SEETABLE I
MIN. EMBEDMEI
SEE TABLE 1
INSTALLATION
SEE TABLE.1
SEALANT BEHIND, MAX. SHIM'
FLANGE BY INSTALLER 1!4
INSTALLATION
SEE TABLE 1
1/4" MAX. SHIM
SEALANT -BEHIND 11I
FLANGE BY INSTALLER 0 _L
PERIMETER SEALANT MIN. EMBEDMEM
BYINSTALLER' SEE TABLE -1
INSIDE AND OUT I
SUBSTRATE BY OTHERS I f ' _ f -" -'
SEETABLE.I MIN. EDGE DIST.
SEE TABLE.1
A VERTICAL SECTION
fi TYPICAL SILL ANCHORAGE
MIN. EMBEDMENT
SEETABLEI SUBSTRATE
BY OTHERS
114" MAX SHIM SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE
v--—PERIMETERSEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLEI
B -HORIZONTALSECTION
8 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" RW'TAPCON'
1-112"
1.118,
FLANGE:
HOLLOH OR GROUT -FILLED CMU'(117 PCF MIN.)
3116" RW TAPCON
1"
2-
FLANGE-
CONGRETE'(2.85 KSI MIN:)
3116" ELCO'ULTRACON
FLANGE
GROUTFILLED CMU'(ASTM•C-90),
3(16" ELCO-ULTRA'CON
1-1/4"
2-1/2"
FLANGE
2XMIN,.SOUTHERN PINE (G=0:55)
3116" ITINJAPCON
OR:ELCO ULTRACON
13/8"
718"
FLANGE:
2XMIN. SOUTHERN PINE-(G=0,55).
#10 WOOD SCREW.
1-3/8"
718"
FLANGE
'.
16'GAU.E (0.060") MIN: STEELSTUD
(33,KSIYIELD•MIN)
#10.16 HILT] KWIK-FLEXOR IlW
TEKS'SELF-DRIL-LING;SCREW
FULLTHREAD
7HRLI0:080"
7116"
FLANGE.
1/8, ALOM(6063,T5 MIN.) OR
9/8°•STEEL (33 KSI MIN.)
#1D GRADE 5 SELF -TAPPING 1.
DRIWNG SCREW
FULL THREAD
T1iRU 0.125"
7/16"
FIN
12X MIN. SOUTHERN PINE ((3=0.55)
#8 WOOD SCREW
1-1/2"
1 7116"
WINDOW SYSTEMS LLB
MIN. EDGE DIST..
SEE TABLE 1
SUBSTRATE
BY OTHERS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
114" MAX. SHIM
SEE TABLE 1
WWW.CWS.CC
81.00. PVC
SINGLEANG
MIN. BEDMENT
IMPACT
SEE TABLE
1
J
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0
PERIMETER SEALANT
BYINSTALLER
w
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Z O z G: -.- I=
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SEE TABLE I
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FIN BY INSTALLER'
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LUCAS'A. TURNER', Pz.
FL PE #.58201
PERIMETER SEALANT
1239 JABARA AVE.
NORTH PORT, FL 34288
BYINSTALLER
INSIDE AND OUT
PH. 941-380-1574.
. D HORIZONTALSECTIONSHEET
DESCRIPTION:
8 - BOX FRAME INSTALLATION -
-
HEAD AND SILL SIMILAR FOR BOX INSTALLATION_
INSTALLATION DETAILS
FLANGE; REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,_
DRAVYN BY:
DATE:
UP TO:AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
ADE
06110108,
- MIN:1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
owc :
E a.
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER:
CWS-155'
D
- PRODUCT ANCHORAGE 'IS IN ACCORDANCE WITH REQUIREMENTS AS
g�A E;
E
SHEET
SHOWN FOR FLANGE WINDOWS.
1:2
6 6