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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL16736-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl°/a2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA°/`3d%3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReDort871C.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE Eva[Repo rt869C.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
Sack Heat
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 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalis provided may be used for official communication with the licensee.However email addresses are pubic 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:
� ® hlcl
Credit Card
Sate
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8ob1`/o2flZm6TgPohLz6ontOd5HABPugYUIX1 zzFJrTCXA%3d%3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ), XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-871 C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-1, -IA, -2, and-2A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201, 202,203
`94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'bEd. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
P11tn11ui08���i'
♦♦�16 �gyp
R�4 'y
♦ T i
Lucas -fir :• No 58201 .�1
Turner
2017-08-30 :.o: �a
16:09+20:00 STATE OF :�W
P 8/29/2017
�''.fiS ••�A ♦` Lucas A. Turner P.E.
����le t,$ �E?``�♦ FL PE #58201
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VV1�N7U/L/!/DOW(N�1�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
75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
8200 PVC
3.CONFIGURATIONS:"OX","XO".
74"MAX.UNIT WIDTH HORZ. SLIDER
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Z 3 <Z 30
INFILTRATION TEST PRESSURE AND GLASS TABLES g
ASTM E-1300-04e01/09. 2 w_j 00 <k Z w
w zoz K-3m
I I i 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL �W 3 _
641/4 I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z= w O 0
MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O H 0 Li<a=F
FLANGE B B ANCHOR CALCULATIONS. 00 Z—w Z Z �ai
HEIGHT I ZOoD —�U-
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT < P—LL M p 0-O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Of <¢� O W F F O?
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F w a >0 3 O E6
63' MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 O w w
MAX. FLYING DEBRIS. if Z U)w 0
UNIT I CL WFd2�
0 Y
HEIGHT O X I 59 9/16' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT K w In
MAX. USED AT FIXED MEETING RAIL AND HEAD/SILL. D. ~ D. W a
SASH
HEIGHT '%latIllors"
8.SERIES/MODEL DESIGNATION HS 8200. ���4'%% PNA
5813116' I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: :VPS-�� SF•
B X=OPERABLE SASH,O=FIXED SASH v t No 58201 t�9
GLASS I 5
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR =}: • *-
5 LOCATION. 9'; STATE OF ;'41
5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4'FROM BOTH ENDS. ,0n�S <O R:prrO�t���
C V �i4,S+ON
CIrA A
-
33'GLASS DLO LucasTurne
36 5/16'MAX.SASH WIDTH r
2017-09-22 9/22/2017
LUCAS A.TURNER,P.E.
13:58-04:00
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTES&ELZINGDETAI.......1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
SECTION VIEWS&GLAZING DETAILS....2
A CHORSCHEDUL&NOTES................4 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
INSTALLATION DETAILS...........................5 SCALE. SHEET
1:15 1 OF 5
7 8 30 2
QLVZEI4y6V
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
a a gZ3 ¢Z
zzo
wow-t
LL a
3 3-
1 3 1 9 39 O ~ W_OO OO
SECTIONS-B Oz- ~ a
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8 11 NOTE:FIXED LITE AT HEAD < OF-V.2 Z O LL O
AND SILL IS SIMILAR. f 3 O F-H O-
31 Z
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3 ���� PNDREW '11,
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19 p,D CENS
No 58201 ••��'A 1.
HEAD IMPACT HOOK(TYP.) : _-
MDSPAN OF SASH
(ITEMS 35 8 36) 7/8'OVERALL 'b 'a
STATE OF :k/4
1/8'ANNEALED or TEMPEREDy0•n••.'�4 ORI Or'\���
F'
INTERIOR I I 7/16'AIRSPACE ''''issipNA;�pO�`,
I I W16'LAM[
1/8'ANNEALED
ROTARY LOCK(TYP.)
43 ONLY O HURRICAGED PRIOR J=NE FORCE WINDS, DUPONT PVB INTERLAYER
LOCATED AT THIRD POINTS 1/8'ANNEALED
19 4 I �/ I (ITEM 27) 9/22/2017
r
T GLAZE-H-
13 n n X 552 LUCAS A.TURNER,P.E.
1 FIJI L(JI FL PE#58201
1 1239 JABARA AVE.
NORTH PORT,FL 34288
8 5 PH.941-380-1574
I I
15 SHEET DESCRIPTION:
GLASS SITE
SECTION VIEWS AND
X DURASEAL GLAZING DETAIL
4 ERDRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND
JAMB ROTARY LOCK LOCATIONS ADE 10/10/13
1:20 GLASS TYWG* REV"
SECTION C-C 1:1 CWS-871 C
ALTERNATE FIN FRAME
SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
PARTS LIST 31/8' CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8'-�
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum t 1l2" WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 8 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16• 39/16• 1/16" 21/6" 1/16" WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16• l�
6 H-6050 Sash Meet.Rail,PVC Mikron PVCL CALL RNEsl DE 8200 PVCs
7 H-6051 Sash Side Rail,PVC Mikron PVC 1' 1:8 HORZ. SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P�3029 Screen Pull Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley 115/16" 1 3/16" 16
11 P�113 screw Support, �2 3/16• '� 9/16• s g z 3 a Z 3
PVC Team Plastic Rubber Z p w O <w 0 0
12 P-3218 Screen Frame Allmetal RollForm 6FE 7 4 40 w Lugo o r w
I_L_JI I� o Qw3}0w3m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 SIS• 1 5la" q 15/8, 1-I�J 15/16" LL F w Z F�M=
14 P-4754 Screen Frame Comer Key Allmetal Nybn LI L I I 1/16" Z Z=0 a<w O O
1116' L jJ 1116' L�J 1/16' L FIXED MEETING RAIL O O F-O Li a
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH U O rn rp Z ~in a
OUTERFRAME O Zer0(!)=-Z
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe RubbPVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Z �O W Z V
F
17 P-3429 Wstp.,0.270 x.187 back FinSeal,G URrafab Q�Q 0 F-M 0-
18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel �8,�- -{ y4• r p Q Cn j 3 p
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116" 1�10111
+ 2 Z u1 wfn w 0
20 P3752 Cap Plug,1/2"Hole M&M Nylon 15ITi 6�� 1/tg• w w F w w 3 Wor O ll�� a F a Lu
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
22 P-4779 Roller,Tandem M&M Nylon g. 15/16" OREW�'11i,
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 3 P CEIV•T ��'.,
7/16• 1 1/4•
24 P 4069 Keeper,knpact,PVC Interlock Ile" y16,� 3/4 I� :jVP:�) SF'•Q2�.i
1/16' 34 No 58201 :9
25 P-4479 Weep Cover w/Flap M&M Nylon
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1116" 1116" b ♦ :a=
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 %'9 STATE OF .4/:
27 P-4958 Rotary Lock Sulii\en Zinc %0.•
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 3116' i'�.�5,��O R
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Uftrafab 0 114f 1-7/e y �'�4S�rONA�
30 P-4633 Barrel Fastener Fastenal Steel 41 _
31 S-1112 Reinforcement,Head Keymark Alum 6" --j 5/8" 9/16" 31
32 S-1498 Reinf.S.B.R./S.S.R, Keymark AlumT- 36 1/16"
34 S-1776 Roller Track Keymark Alum 5I 1/16• PVC GLAZEBEAD-6064 GLAZE gEgp_1112
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2' 1 1/8'�I 3/8'E
5/16'+{ 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum 37 5.6005 Anti Lift Mikron PVC 3/16• - ( �J LUCAS A.TURNER,P.E.
3' +i --{-1/2 1/16• "1-1/16" FL PE#58201
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 11 PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC r PVC SCREEN CATCH-so13 SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Cow Mikron PVC PH.941-380-1574
41 S-6064 Glazing Bead Mikron PVC 5/16' SHEET DESCRIPTION:
42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16"
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#* REV.:
CWS-871 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:
33 SHEET
1:2 3 OF 5
WINDOW SYSTEMS
12 1/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
3'(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) SEE NOTE 2 4'MAX(TYP.) 8'MAX.O.C.(TYP.)
f--3'(TYP.) SEENOTE 2 WWW.CWS.CC
6'MAX.(TYP.) 4'MAX(TYP.)
-i
INSTALLATION 8200 PVC
I I I ANCHOR(TYP.) , I I HORZ. SLIDER
INSTALLATION
8. ANCHOR(TYP.) IMPACT
MAX O.C.
(TYP')
g z azo
17' F ❑WO (nwFOpO
MAX.O.C. I I I I I I w Z O z_ ,F F
(NP') I O I X I I O I X 1 9 LL Fw3y0of�=
Ua2F-K
Z 0010i 50-
I I ^ <3'0}WoOLLO?
�J W '-
(nwOJmr
=_
-- -- -- ? (
-- -- -- -- -- 0 wl-0 a->
a r a W CL
ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) �```"IsailElNlTfi,�,
..........E F G9?'e
v f No 58201
7P STATE OF :W±
NOTES: +tort ONA$%I
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE .
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. `1
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#58201
RAA
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1574
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
ADE 10/10/13
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
TYPICAL HEAD ANCHORAGE SEE TAB EDI SUBSTRATE
BY OTHERS WINDOW SYSTEMS
MN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1
SUBSTRATE BY OTHERS 1/4'MAX.SHIM WWW. FLORIDA 34474
WW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
8200 PVC
BYINSTALLER
INSIDEAND OUT SEE TABLEION ANCHOR HORZ. SLIDER
QMIN.EMBEDMENT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4'MAX.SHIM SEE TABLE 1 IMPACT
"itLT , g i 3 aZ3
PERIMETER SEALANT Z w w Op a WF 0 W
PERIMETER SEALANT BY INSTALLER W Z 0 Z D'F F
BY INSTALLER INSIDE AND OUT Q a In 3>.0 X 3 m
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 f a X W O O
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 00 0�O U d F,a
FLANGE BY INSTALLER SEALANT BEHIND cn Z
SEE TABLE 1 FIN BY INSTALLER Z 0 Z U CO Z U N
CE
C \ HORIZONTAL SECTION } Q 3 LLW O=OTYPICAL JAMB ANCHORAGE 5 HEAD AND SITYPICAL FIN LL SIMIRAGE LAR FOR FIN INSTALLATION Q C cn 7 3
W OLL Z!Q W y O J W
a
cf)
O Lu wo�>_
1/4'MAX.SHIM a a 01 3 a
SEALANT BEHIND
FLANGE BY INSTALLER O 0%�NOREby����i
PERIMETER SEALANT :.JOP�?•��C E/VS L'Ay��.
BY INSTALLER MN.EMBEDMENT v: No 58201 C 11
INSIDE AND OUT SEE TABLE 1 =}: #
STATE E
SUBSTRATE BY OTHERS Q ... O�
SEE TABLE 1 MIN.EDGE DIST. i�5` R �'
S/ONA;
\ SEE TABLE 1
�A 1 VERTICAL SECTION '���i �.A��,
5 TYPICAL SILL ANCHORAGE
r
TABLE 1:APPROVED INSTALLATION FASTENERS O 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ffW TAPCON 1-1/2" 1-1/8' FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"IIW TAPCON 1" 2' BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
FLANGE GR 2-1/2" 5 7 HORIZONTAL SECTION SHEET DEscRIP710N:
" �/ BOX FRAME INSTALLATION
FLANGE 2X MN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8• HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE - /8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MN.STEEL STUD #10-16 HLTI KW I(-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG M: REV.:
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING
AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 CG SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FN 2XMN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2' SHOWN FOR FLANGE WINDOWS. SSE' SHEET
1:2 5OF5