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Product Annroval Menu>Product or Aoolleation Search>Anolication List>Application Detail RECEIVED
® •r 'a FL# FL16736-R2
Application Type Revision
JUN 1 1 2018
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenu
Ocala, FL 34474
(352)368-6922 EtF.ILE COP
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-56201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
❑O Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/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.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd6HABPugYUIXlzzFJrTCXA%3d%3d 1/2
1%4/2018 Florida Building Code Online
A
Sections from the Code
J �
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
a
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 Evallkeport871C.pdf
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.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, 111"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport869C.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.
Back Rlezt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrlaht 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 mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click hag_.
Product Approval Accepts:
:Credit Car.;d'
Safe
https://w m.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8obl`/o2flZm6TgPohLz6ontOd5HABPugYU[XlzzFJrTCXA%3da/o3d 2/2
URNER1239 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-210-3887-1,4A, -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:
• Maybe 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(Micron) 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`h Ed. (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.
Lucas �' No 582€11
40
•.
Turner = e
2017-08-30 �
16:09+20:00 127-13 STATE OF :4U
'"�.O,c�•. ,r �'•��'.` 8/29/2017
��r ••.,C.a �f1,. \
Luc _
a PE#5820P.E.
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Y
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wINDOWSYSTEMS
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 I"IORZ.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 g O w p to w O O
ASTM E-1300-04e01/09. w z O Z< r Z w
1 I ca
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL H w 3}Z O�M
I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z=m Q
MAX4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U 0�OC z CL cj 2
FLANGE B B ANCHOR CALCULATIONS, p Z-w Z H�y
HEIGHT I Z p U uj �0-
1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } 4 3 LLw p 2 LL0-
UNLATCHED
Z
UNLA CHED DHURING NORMAL OPERATION OF THIS PRODUCT, UTE IMPACT ROTARY LOCKS ARE INTENDED TO BE S ¢ O}t~n U~Z'6
1F ce>'
63^ I I 1 MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 N 0 w y w
MAX, FLYING DEBRIS. w0. Z e It]
0 2 r j
UNIT O 1a.
HEIGHT 8g gry g• p w H O w_W
1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT tr = a w
SMA H USED AT FIXED MEETING RAIL AND HEAD/SILL. a f a
s%junani
HEIGHT 8,SERIES/MODEL DESIGNATION HS-8200. ��`�Qt`WRE W x'11,
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: '.`�G ���C 6/Y'p�•';QY���'
5813/16" 1 e X=OPERABLE SASH,O=FIXED SASH f No 58201 t
GLASS I 5
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -* �► ''k
1 I 5 LOCATION. M9 STATE OF 140
I I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. %,;%%:•A' O p tLl
C I VVV
-- C FJ A A --
5 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 DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
ADE 10/10/13
L GENERAL NOTES&ELEVATIONS...........1 MAX. UNffSIZEDESIGN PRESSURE RATING IMPACT RATINGDWG 0: REV.:SECTION VIEWS&GLAZING DETAILS....2EXTRUSIONS&B.O.M...............................3 74"x +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5
1:15 1 OF 5
7 8 7 30 2 WINDOW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
a a gzzo
¢Wo
�] Ltee w zOz W--L
a 3 �-
41 40 3 1 9 39 ZO ZOHmOV�=00
SECTION B-B Co L)z a-F j a
8 11 NOTE:FIXED
LITE AT D =W z
AND SILIS SIMILAR. <�O - O
UZ
Of 31 Lu Zca�InOW(0W
38 35 d F=-F-a it W
a
1 17 oµttllUta
36 3 �%0� IDREw r',
41 19
4 ` \C E
........SF
� No 58201
HEAD IMPACT HOOK(TYP.)
�® MIDSPAN OF SASH .k ,
(ITEMS 35&36) 7/8"OVERALL
STATE OF
1/8"ANNEALED or TEMPERED ip'•,•-
yF•.�Op10..• N
INTERIOR I I 7/16"AIRSPACE ��'�4SiO .....
I 5/16"LAMI
1/8"ANNEALED
ROTARY LOCK(TYP.)
ONLY ENGAGED PRIOR &M DUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS.
LOCATED AT THIRD POINTS 1/8'ANNEALED
19 (REM 27) 9/22/2017
I /� I k3PURFECT GLAZE"H°13 nAFLEX 552 LUCAS A.TURNER,P.E.
1 llll FL PE#58201
M 1239 JABARA AVE.
8 5
r_j
NORTH PORT,FL 34288
I 1
PH.941-380-1574
I SHEET DESCRIPTION:6 I 1/2"GLASS BRE
0 0 SECTION VIEWS AND
QUANEXDURASEAL GLAZING DETAIL
4IG SPACER
DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB ROTARY LOCK LOCATIONS
1:20 GLASS TYPE A DWGi#: REV.:
SECTION C-C 1:1 CWS-871 C
ALTERNATE FIN FRAME
SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
r
PARTS LIST 31/8° -1 CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL F31/8" -I
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2^ 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 AlumOCALA,FLORIDA 34474
--;j
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 1/16" 3916' 0 1/s"Ira 21/8" 1/16' WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC
6 H-6050 Sash Meet.Rail,PVC Mikron PVC LO C(ALLSI DE 820 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC 1" 1:8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P3029 Screen PUII Tab Summit PVC FRAME FIN-6048
15
10 P3033 Screen Spring,SS Hurley 115116, -13/16'- 6 _j Z Q
2 3/16" 9/16°Eg ro W 0 0
11 P3113 Screw Support,PVC Team Plastic Rubber I- O w O p
12 P-3218 Screen Frame Allmetal RoIlForm 6 IL
7 4 40 w z O Z
LLL���111 o —w 0W
13 P3228 Screen Spline,.155 Dia.,Bilk. Dapa 1 L/811
^ 1 5I/6" q 1 5118" Q 15/16^ u- F-w?�i. ��x
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16" I q 1/16" I q 116" 1/16^ FIXED MEETING RAIL O O O V�=O f
15 P3342 Seam Sealer,SM-5504 Schnee Silicone LL !!-- SCREWED TOGETHER WITH U U I y z_a t-N a
to
16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAILfi052 PVC FDCED RAIL COVER-fi063 OUTERBRAME Z O Z U VJ Z O U U
F_LLg OIL
17 P3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab Q 0 w-F 0
Q z
18 P3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/6. 3/4" w 0 In
Q }5 3 O
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel o 316" Mn 2 R Z a OO H
20 P3752 Cap Plug,1/2"Hole M&M Nylon 15/16" I .1 11 s• 0 w Iz-•O a=0r O }� 'L FZ a it S a o
21 P-5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 aaa�aaruhr,,
22 P-4779 Roller,Tandem M&M Nylon I 6" -i 15/16' ��.0"t REW T h�
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 3/16' 3/4' 716' 1 1/4" ;�GQ? L�py��.'
24 *-
P-4069 Keeper,Impact,PVC Interlock Ire^ 1/16" 34 ��: No 58201 15 Z
25 P-4479 Weep Cover w/Flap M&M Nylon L 3 1/16^
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel = fl" ;:it-
S.B.R./S.S.R.
C
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 13'. STATE OF .W
27 P-4958 Rotary Lock Sullivan Zinc O; "4iA
28 P-4952 Keeper,Rotary Lock Sullivan Zinc O 316• ���',,�SF�
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gn Ultrafab 0 it
30 P-4633 Barrel Fastener Fastenal Steel 1 7/8" 41 1_ 31
31 S-1112 Reinforcement,Head Keymark Alum 6^ 5/8" }� 9/s
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 1/12
5/8 36 PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum �— 1/16^
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2" 1 1/8"j 3/8° I�1 5/16• 9/22/2017
3/16° LUCAS A.TURNER,P.E.
36 S-2000 Panel Catch,Head,Impact Keymark Alum 111'1 _
37 S 6005 Anti Lift Mikron PVC
38 37
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 3 1/2" 116" 1 1300 FL #
P 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE.A
39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288
PH.941-380-1574
40 S-6063 Fixed Rail Cover Mikron PVC
41 S3064 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 T 1/16'
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 C
LINE ITEMS NOT USED:33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 3OF5
L
ti
WINDOW SYSTEMS
121/2'MAX O.C.(TYP.) 1900 SW 44TH AVE.
�{ 3'(TYP.) 4'MAX 8"MAX O.C. P OCALA,FLORIDA 34474
6'MAX.(TYP.) 13.(T,P) SEE NOTE 2 4"M ') ') SEE NOTE 2 W W W.CWS.CC
6°MAX(TYP.) (TYP')
-- -- -- -- -- -
-------
INSTALLATION 8200 PVC
ANCHOR(TYP.) , I HORZ.SLIDER
I I I INSTALLATION
l i l 6" I I I ANCHOR(TYP.) IMPACT
MAX O.C.
I (TYP.)
17" I z WJD <F aW
MAX.O.C. I I I I I I I W z0z WFZt
(TYP•) I O II X I I O I X I Z Z23¢OirM=
I z 00D-Do
<3:ow-x OZ
II I I I I F 0QF-}0w0w
111 LL(aowto 0 O-1a)H
———————
z-
-- -- -- -- -- O WFa LL�W>-
a a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) +�+puluffp,��
+�+� PNDRE W� iii
• 5 G i
v t No 58201 :�1)
NOTES:
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 `1
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
LUCAS A.TURNER,P.E.
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 FL PE#58201
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, 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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#: REW
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,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: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 71:20 4 OF 5
MIN.EMBEDMENT 11 '�/a�/�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHES
Ir\/1,��/llj
MIN.EDGE DIST.
1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS SEE TABLE 1 FLORIDA 34474
WWW.
114'MAX SHIM WWW.CWS.CC
SEE TABLE MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
TALLER AND OUT SEE TABLE IONANCHOR
INSIDE HORZ.SLIDER
SEALANT BEHIND SEE TAB EEMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
�p MT
� _ 0aZo
PERIMETER SEALANT Z W�p0 Q WF O W
PERIMETER SEALANT BY INSTALLER W Z O Z D-'F Z F-
BY INSTALLER INSIDE AND OUT 9 LL H W Z}Z O X
INSIDE AND OUT INSTALLATION ANCHOR Z z=2 Q
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 U U(n O Z a F u)a
SEE TABLE 1
FLANGE BY INSTALLER SEALANT BEHIND O Z—to Z
FIN BY INSTALER Z O 0 U >V—
C(IB HORIZONTAL SECTION rC1 HORIZONTAL SECTION } Q Q—Q W W o=O Z
TYPICAL JAMB ANCHORAGE 5 HEAD AND SIS SIMILAR FOR FIN INSTALLATION FQ-TYPICAL FIN ANCHORAGE O Q O} 3 O
WLL
Wri3ow AW
o a =a mow
O W�-0 W=g
1/4^MAX SHIM d ~ D W a d
FLANSEAGE BY INSTALLER N
ALLER O •P�T BEHIND � ORE W�'11,
"
PERIMETER SEALANT JGP:
"o
PERIMETER
BY INSTALLER MIN.EMBEDMENT
SEE TABLE 1 N l No 58201 L?S
INSIDE AND OUT
'PSTATE OF .14
SUBSTRATE BY OTHERS MIN.EDGE DIST. 45 .........O F1ON
SEE TABLE 1
SEE TABLE I o �� S N �`
A VERTICAL SECTION ��i,iflNA t%%�•�`
5 TYPICAL SILL ANCHORAGE
r�
TABLE I:APPROVED INSTALLATION FASTENERS
p 9/22/2017
F TYPE ANCHOR TYPE MIN.EMBE LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLAN 7 PCF MIN. 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V 1" INSIDE AND OUT PH.941-380-1574
D 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 2XMIN.SOUTHERN PINE(G=0.55) 3/16"RWTAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8^ FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW 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" 7/16^ ADE 10/10/13
1/8"ALUM.(6063-T5 MIN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET, F CONSLL PERIMETER, ADE
ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE ) 7/16^ INSIDE 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
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
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