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• FL# FL16736-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Windo Ar Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext245
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)368-69 2 Ext 291
jlathrop@cws. c
Quality Assurance Representative Arturo Monte erde
Address/Phone/Email 1900 SW 44t Ave
Ocala, FL 344 4
(352)368-69 2 Ext 221
amonteverde cws.cc
Category Windows
Subcategory Horizontal Slider
I
Compliance Method Evaluation Rel ort from a Florida Registered Architect or a Licensed Florida
Professional E rigineer
❑ Evaluatio Report-Hardcopy Received
Florida Engineer or Architect Name who developed.the Lucas A.Turn ar
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Cell ifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Uri ch,PE
❑O Validation Checklist-Hardcopy Received
Certificate of Independence F 6736 R7 01 EvalReport871C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886f05 2005
ASTM E1996-09 2009
PA/TAS 201/ 02/203 1994
Equivalence of Product Standards
Certified By
https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPo Lz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 1/2
1/4/2018 Florida Buildint Code On ine
Sections from the Code
Product Approval Method Method 1 Optic n 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 De cription
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 FL�6736 R2 II GWS-871C.Ddf
Approved for use outside HVHZ:Yes Ve ified By: Lucas A.Turner 58201
Impact Resistant:Yes Crated by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:Large Missile,74"x 63",DP+/-60 psf. Outer lite in AE EvaiReport871C.pd
I.G.must be safety glazed when used above 30 ft. in HVHZ. Cr ated by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
i
16736.2 HS-8200 PVC Horizontal Slider HS 8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX.
Limits of Use In4tallation Instructions
Approved for use in HVHZ:Yes FL-16736 R2 II CWS-869C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Crated by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other: Large Missile, 111"x 63",DP+/-60 psf. Outer lite in FLb,6736 R2 AE EvalReoort869C.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Cr ated by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
Back W xt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer. I ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail a dress released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensedunder Chap er 455,F.S.must provide the Department with an email address if they have
one.The emaits provided may be used for official communication with the licensee.How ver email addresses are public record.If you do not wish to supplya personal
address,please provide the Department with an email address which can be made click
.to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click him.
Product Approval Accepts:
an ® M�— M
TCreditl_C ar.,d
:Sof
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl°/"2flZm6TgP i Lz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2
URNER � 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29,2017
Product Description: Series 8200 PVC Horizontal Slider Wind w,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 44thAve, Ocala,FL 34474
i Statement of Compliance: This report evaluates the above-list d product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product c oniplies with the requirements of the Oh
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 bara Ave.,North Port,FL
2) Approval drawing CWS-871C, signed and sealed by Luas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,4A, -2, and-2A,by N tional Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,wit 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-871C, signei i and sealed by Lucas A. Turner,P.E.
i Installation: Units must be installed according to approval doc ment CWS-871 C.
i
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 th use of shutters
• ; May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami- ade N.O.A. 16-1117.021
• Requires Quanex(Mikron)white rigid PVC framing pe Miami-Dade N.O.A. 17-0206.10t
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have,nor do I intend o acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing turing 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.
-ir
Lucas ;' No 582€11 • ��i�
Tumer = e e
2017-08-30 '-0=
16:09+20:00 -94; oTB`oF •� 4u 8/29/2017
OP ,� •fi� a
�`�i c4`'••=....•••`'� ��`` Lucas A. Turner P.E.
iip..p`� `��� FL PE#58201
GENERAL NOTES: cs�mffl
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
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. W W W.CWS.CC
751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
74"MAX.UNIT WIDTH 3.CONFIGURATIONS:'OX",'XO". HQRZ.SLIDER
4.DESIGN PRESSURE RATING: IMPACT
33'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
- -- INFILTRATION TEST PRESSURE AND GLASS TABLES 3 ❑w O 4e <w o w
-- -- -- I - ASTM E-1300-001/09. Z w_j❑ k
w ZOZ w-ZF
I I I zt
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL H-co-3 1-�
I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z
MAX" DETAILS CALCULATIONS.INDADDUATION FACTOR Cd=1.6 WAS USED FOR WOOD U U O Z a
FLANGE B I BZ O(7]-zjUtn
HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a H Z(j,6
�Z O'O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT � <3 O w 2 H O Z
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a w }j 3 O
6 IMAX I FLYING DEBRIS�EB PRIORiO EXPOSUREiO HURRIGANE�AFINDS AN ar.ZO W o O
UNITO wl-O 'L Mco
E
HEIGHT O x j 59 9/16• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w x w w W
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a ~ a w a.
• I I I I HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200.. %OOREW
9.THE DESIGNATION XAND O STAND FORTHE FOLLOWING: J�GPS CfiNSFGQ���'
5813/16" I B X=OPERABLE SASH,O=FIXED SASH No 58201
GLASS I 5
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR *' �► '
5 LOCATION. N
D �9 STATE OF .w�
\ I 5 11.EXTERNAL WEEP SLOT=1/4"x 1'LOCATED 4"FROM BOTH ENDS. �O'�•'•'O ����
I vvv
C V. I-
C � 5 A --
LucasTurne
33"GLASS DLO
36 5/16"MAX.SASH WIDTH r
2017-09-22 9/22/2017
13:58-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRP•TION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTES&ELEVATIONS...........1 2MfAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS&B.O.M...............................3 NMI
63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
ANCHOR SCHEDULE&NOTES................4
INSTALLATION DETAILS...........................5 SCALE: SHEET
1:15 1 OF 5
INTERIOR 7 e 7 30 2
QMtEMSM
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
H OWO QFW0
zw
A ;Rw?>.ZOo:-;tm
41 40 3 t 9 39 Z ZjEmQ w'o2
O OI-OV�=�w
SECTIONS-B o Z-U3ZZ~tea
�— F In
g t1 NOTE:FIXED LITE AT HEAD ¢ -Z V w Z O IL V
AND SILL IS SIMILAR. <3:0w—=Oz
Z
F OO�»322
w
— _
W J
35 w F~D_ W3�W�
38 LL D D.
17 1 ,,,`pm
� 1111"1,
36 3 �%�P�IDREW?'c'
��cEniy�.•:py.,��
41 4 :�t No 58201 '
HEAD IMPACT HOOK(TYP.)
a MIDSPAN OF SASH ' *.
(ITEMS 35&36) 7/8'OVERALL
WO'. STATE OF 1W+
-- -- 1/8'ANNEALED or TEMPERED 0 � Or:��"di
F• OR1
INTERIOR I I 7/16•AIRSPACE �OlisSI.........
NA E?O��
5/16•LAMI
1/8'ANNEALED
ROTARY LOCK(TYP.)
ONLY ENGAGED PRIOR MDUPONT PVB INTERLAYER
3 TO HURRICANE FORCE WINDS. 1/8'ANNEALED
a I I LOCATED AT THIRD POINTS
�( (ITEM 27) 9/22/2017
19 3 43 PU FECTX GLAZE-H- LUCAS A.TURNER,P.E.
1� n n�=-i X 552
`�fl L)JI FL PE#58201
j4tlG
1239 JABARA AVE.
NORTH PORT,FL 34288
8 5 PH.941-380-1574
SHEET DESCRIPTION:
s GLASS BITE SECTION VIEWS AND
X DURASEAL GLAZING DETAIL
ERDRAWN BY: DATE:
SECTION"A-A - _ HEAD IMPACT HOOK AND ADE 10/10/13
JAMB ROTARY LOCK LOCATIONS1:20 DWG#: REV.:
SECTION C-C CWS-871 C
ALTERNATE FIN FRAME
SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
PARTS LIST 3 1/e° CORNER CONSTRUCTION �t
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8' -I 11�7W1n�Ra
1 H-1497 Reinf.Sash Meet.Rall Keymark Alum 1 112^ WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 5 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
1/16• W W W.CW S.CC
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16• 1/16• 39/76' 0 21/8" 1/16•
5 Hf048 Main Fr.,SH,w/Fin.,PVC Mikron PVC
6 H-6050 Sash Meet.Rail,PVC Mikron PVC LI� C(ALL SI ES)D 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC �- +• 1:8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,W/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/16• 1 3/16' 6 -jZ Q 3:11 P-3113 Screw Support,PVC Team Plastic Rubber �2 3/16• 9116• g p w O N w O 0,
IL
12 P3218 Screen Frame Allmetal RoIlFortn 6 4 0 o Z 0 Z O Z m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518° 1518" nq �
1 F
15/16" Z Z w }Zd.I- _
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16• I 1N8^ 1/16^ FIXED MEETING RAIL O 0 0 w O O
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL SCREWED TOGETHER WITH U U-y z D ~U)D-
OUTERFRAME Z 7-Z��Co
16 P-3352 Set.Elk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 < O Z U v7 Z U U
LL
17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab ~—w W 0 O 0
}� �¢�OFF=FOZ
1g x "-Sgaare-TEK�Zm Fastenal tee 3/4' a QQ U O
O-j
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3/76• 1 +SNs• 1/1 s• a Z S2 a W O—M
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1° a 0 w O D_x y
Or O L 1/16' J— d H M a
^21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 `��rurnr��ii
22 P-4779 Roller,Tandem M&M Nylon I 6° I 1 5/16• ,��P Pp1ORELV
7/16• 1 114' .` 5
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 3 3/16• -i+—,/,@,3/4• GQ�•�OfiNs�.,�Qy����
24 P-4069 Keeper,Impact,PVC
Interlock 7/}8— 1/16' — 34 ���• No 58201 %'
25 P-4479 Weep Cover w/Flap M&M Nylon r1/16°PLAN VIEW-1999 HEAD IMPACT HOOK-1999
26 P-4638 #8 x 2 1!2 Ph Truss SMS Ajax Steel S.B.R./S.S.R.-1498 ROLLER TRACK-1776 9O: STATE OF ;�<u
27 P-4958 Rotary Lock Sullivan Zinc
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16" �,,�5'e. Or
29 P-4959 Wst .,0.420 x.187 back FinSeal,G Ultrafab 1/4' r7/8"-{
30 P�633 Bartel Fastener Fastenal Steel O 7
31 S-1112 Reinforcement,Head Keymark Alum 8.
s^ I �518• 7/� g/18 31
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum L 1/12
5/S' 36 PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum L 1/16•
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/8' 318• �5/16 9/22/2017
36 S-2000 Panel Catch,Head,impact Keymark Alum
37 S-6005 AMI Uft Mikron PVC 3/16• 38 LUCAS A.TURNER,P.E.
38 S4i013 Scm.Ada t.,w/Nib,PVC Mikron PVC 3' •I I-'�1/2' 1/16• FL PE#58201
P r ++ PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 Sf014 Scm.Adapt.,PVC Mikron PVC T PVC SCREEN CATCH-6013 NORTH PORT,FL 34288
SCREW SUPPORT-3113
PH.941-380-1574
40 S-6063 Fixed Rail Coker Mikron PVC
11/8• SHEET DESCRIPTION:
41 S-6064 Glazing Bead Mikron PVC 5116° y
42 GLASS SEE SHEET 2 CARDINAL GLASS I 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: SHEET
33
1:2 30F5
WINDOW SYSTEh15
121/2'MAX O.C.(TYP.) 1900 SW 44TH AVE.
�-1173'(Typl
OCALA,FLORIDA 34474
6'MAX(TYP.) SEE NOTE 2 4'MAX(TYP.) 8•MAX O.C.(IYP.)3'gyp-) 4"MAX ) SEE NOTE 2 W W W.CWS.CC
6"MAX(1YP.)
—— 8200 PVC
INSTALLATION
II I ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER
I II I II
e" I I ANCHOR(TYP.) IMPACT I
MAX O.C.
I MR)
g
I X O X 0pW0 w
0
1T Z w-j0 Q ?w
MAX.O.C. W ZOzw— _
(TYp•) O }0 x 3:
Z Z
wooo0d
o z"-SZz�5M
.I II I I 1 I } Q�0WO=0
II I I I I Q �� 1.-U ZtA
�
-- ———— _ "NW O-�
-- -- -- -- p
LU I_ w= �
a H a W�aa.
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) PgDREW�TG,,��
-t" No 58201 •:�'1
'90�• •F TATE OF .:�4/`
NOTES: �ysSepNA i�a����
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 L
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 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.
FLPE 8201
BE PROTECTED TO PREVENT REACTION. # A
123399 JABARA AVE.A
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, 34288
SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574
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 REQUIRE 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. Drown 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/HAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT �ktEMSM TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY MM.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, TH AVE.
1/4"MAX.SHIM SEE TABLE 1 WWW CWS.CC
MINEDGE DISTFLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 . .
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
NSIDEAND OUT SEETABLEI1 ANCHOR HORZ"SLIDER
SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Z c W Z o
PERIMETER SEALANT Z W J O a F WF o W
PERIMETER SEALANT BY INSTALLER W Z O Z W C _
BY INSTALLER INSIDE AND OUT g F co 3 Z}Z O O 2
LL
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 Q�^
SEALANT BEHIND SEE TABLE 1 O O�O L-Q=O o
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND Z y Z Z F--j
SEE TABLE 1 FIN BY INSTALLER Z 0(9::, ]O—
�61
HORIZONTAL SECTION �C1 HORIZONTAL SECTION a H z(-)M ZO O LL Z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE Q�O F—F-Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q W'K�}7�?O U)
00
_— iR ZWJ(AF-
O W W
2 w y
1/4"MAX.SHIM a ~ D- a
'SEALANT 13EHIND
FLANGE BY INSTALLER
PERIMETER SEALANT MM.EMBEDMENT VV
BY INSTALLER SEE TABLE 1 No 56201 '��
INSIDE AND OUT
�9; STATE OF
SUBSTRATE BY OTHERS—/ ���•n••.,'Q� ID
SEE TABLE 1 MIN.EDGE DIST. :�S O ...
SEE TABLE 1 �'��S�oNA%_E�.�``�
A VERTICAL SECTION toll't%%%�
5 TYPICAL SILL ANCHORAGE
r�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F3093TRATETYPE ANCHOR TYPE MIN.EMBE LUCAS A.TURNER,P.E.
FLPE58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8° #RAA
PERIMETER SEALANT 123939 JABARA AVE.
FLAN - 117 PCF MIN. BYINSTALLER
NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT \� PH.941-380-1574 D 1 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1.3/8" 718° HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, PRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR fT1N FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" ADE 10/10/13
1/8°ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE 7/16^ INSIDEE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C
1/8°STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
scALE:
N 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS.
F SHEET
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