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OFFICE OF FL# FL16736-R2
SECRETAR Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Wind Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 344 4
(352)368-69 2 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44t Ave
Ocala,FL 34474
(352)368-69 2 Ext 291
jlathrop@cws cc
Quality Assurance Representative Arturo Monte erde
Address/Phone/Email 1900 SW 44t Ave
466
44 4
-69 2 Ext 221
rde cwS.cc
Category Subcategory Sli erCompliance Method R port from a Florida Registered Architect or a Licensed Florida
al ngineer
❑ Evaluatio i Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turr er
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Ce iflcations,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.U17Ich,PE
❑O Validatiolh Checklist-Hardcopy Received
Certificate of Independence 1AWAA P? COI EvalReport871C.Dd
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDM /CSA/101/I.S.2/A440-08 2008
ASTM E188 -05 2005
ASTM E199 -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%2flZm6TgP hLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 1/2
1/4/2018 Florida Building Code On ine
Sections from the Code
Product Approval Method Method 1 Opti 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 crlption
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX.
Limits of Use In tallation Instructions
Approved for use in HVHZ:Yes FLI R? IT CWS-871C.Dd
Approved for use outside HVHZ:Yes Ve ified By: Lucas A.Turner 58201
Impact Resistant:Yes Cr ated by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in EL6736 R2 AE EvaiReport871C.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.
i
16736.2 HS-8200 PVC Horizontal Slider HS 8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX.
Limits of Use In tallation Instructions
Approved for use in HVHZ:Yes -
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Cr ated by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other: Large Missile, 111"x 63",DP+/-60 psf. Outer lite in F_L16736 R2 AE EvaIReDort869Cj)df
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 FIL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer. Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mail a dress released In response to apublic-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If yo have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chap er 455,F.S.must provide the Department with an email address If they have
one.The emails provided may be used for official communication with the licensee.Hoever 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 avaiable to the public.To determine If you are a licensee under Chapter 455,F.S.,
please click
Product Approval Accepts:
7-10 am ®N M
;Credit_ -
� �Sa
https://www.floNdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDqu8obl%2flZm6TgPhLz6ontOd5HABPugYUIX1zzFJrTCXA%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 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 44th Axe, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th
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 J abara 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 N tional Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,wit i 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, Signe and sealed by Lucas A. Turner,P.E.
i
Installation: Units must be installed according to approval doc went 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 th use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami- a N.O.A. 16-I 117.02t
• Requires Quanex(Mikron)white rigid PVC framing pei 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
6th 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 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.
%its GREW 91P,
Lucas 4.t•'' N 58201
a
Turner =*e
2017-08-30 Yo: :jLm
16:09+20:00s ATE OF :tU
a F1 p •,�`•�� 8/29/2017
......• ' C� �`
Lucas A. Turner P.E.
FL PE#58201
GENERAL NOTES: Qmtzffm
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. WWW.CWS.CC
751/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:"Or,'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
INFILTRATION TEST PRESSURE AND GLASS TABLES g p w 0 Inwood
_ ASTM E-1300-04e01/09. z w-10 ¢k w
Lu z0? M--t=
1 I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED a F¢-W?�ZZ}O
I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z z x m Q
M ANCHoo
IOR CALCULATIONS.
FACTOR Cd=1.6 WAS USED FOR WOOD 0 U rn y z _ IL
FLANGE B I B ❑ z(g❑UZFp(n
HEIGHT I O U ryj 7 U-
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } Q z t1 W O=O Z
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT , 2 QQ O F F-F
I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT ¢ of K }j§O w
63° UST-BE-ENGAGED-PRIOR TO-EXP-OSURE-TA-HURRI O❑
MAX, FLYING DEBRIS. Z2 z_a O-i In I—
UNIT 0 LU a=��
HEIGHT O X j 59i/16- 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w x x w�w O
SMASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a ~ a a.
HEIGHT 8,SERIES/MODEL DESIGNATION HS-8200. ���`��iyOREtN�Ni�
6' I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: J
GLASS O
5813/1
B X=OPERABLE SASH,O=FIXED SASH 1. No 58201 t
I 5
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
5 LOCATION. 'b '
'% STATE OF kl.
I I I s 11.EXTERNAL WEEP SLOT=1/4"x 1'LOCATED 4°FROM BOTH ENDS. ���'n�•:°4 O n%0.:*N<'�►,
C Q
X01; 1ONA;E�.•``�
-- C J
f"5116"MAK
ALucasTurne33'GLASS DLO SASH W IDTH 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
GENERAL NOTES&ELEVATIONS...........1
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5
1:15 1 OF 5
INTERIOR 7 B 7 30 2
QMMEM850
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
a a � z � azo
zz ozm
-< 3Z>
41 40 3 1 9 39 z O=Oa�q'Wop
SECTION B-B v O rn�z D-P y D-
Z 0Op —:30
o-- 11 NOTE:FIXED LITE AT HEAD } <3:0w—M07
LL O LLZ
31 AND SILL IS SIMILAR. H �O~O'o
>- 92
is a =a �0�u
O WH0 W=wy
38 35 a I" a 3 a
1 1 ,,,��puubgrrr,
3 �•` PNDREW 2&i
36 19 '4 "i
�.`GP..•��G E iY;S'F.��Qyo��
41 4 zz
HEAD IMPACT HOOK(TYP.) No 58201 •: L
4 MIDSPAN OF SASH
(ITEMS 35 8 36) :b' jr.
7/8.OVERALL �9 STATE OF ,%U.
1/8•ANNEALED or TEMPERED ;%%'•,A, *,����
O P 10. Q"%i
INTERIOR I I 7/16'AIRSPACE ���i�sfONA>;E?•`�,
I 5/16'LAMI
1/8'ANNEALED
ROTARY LOCK(TYP.) pgQ
ONLY ENGAGED PRIOR DUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS.
I �/ I LOCATED AT THIRD POINTS 1/8'ANNEALED
4
19 3 (�M 27) tIG
T GLAZE'H' 9/22/2017
13 n � X 552 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
8 5 PH.941-380-1574
16 SHEET DESCRPTIDN:
5 3 GLASs BITE SECTION VIEWS AND
X DURASEAL GLAZING DETAIL
qERDRAWN BY: DATE:
SECTION A-A HEAD IMPACTHOOKAND__ __JAMB ROTARY LOCK LOCATIONS _. ADE 10/10/131.20 GDWG#: 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 31CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8•—�
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112" WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum g 5 3 1900 A, TH AVE.
OCA
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA FLLORIDA 34474
4 H-6052 Sash To/Bot.Rail Mikron PVC 1/16" WWW.CWS.CC
Top/Bot. 211/16' 1/16' 39/16• O 21/B" 1/16•
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC
6 H-6050 Sash Meet.Rail,PVC Mikron PVC CORNER WELD
L (ALL SIDES) $ZOO PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC 0 4- 1° 1.8 1"IORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P3033 Screen Spring,SS Hurley 115116-1 1 3/16"
23116° 9116° 6 $ - � aZp
11 P3113 Screw Support,PVC Team Plastic Rubber s z w-,o ¢w 0 w
12 P3218 Screen Frame Allmetal RoIlForm Ff. 7 4 4o p Z W ZO X m
13 P3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518" 1 5I/8" 1 5/B" Q 15/16, Z Z W 2 Q i.-� x
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16• I q 1/16" q 1/t 6" 1/16" o O O�j =O W
L LL FIXED MEETING RAIL V V 03� a
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH z a
OUTERFRAME Z 0 7- j U-
16' P3352 Set.Bilk.,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 RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 a -20(oZO O LL Z
17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab O H H C O-
1 P353 are SEK-2Zi —Easteo Steel 5/a" 3/4° a 00 >-=) -2
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3/16• a. Z wa O CO I-
1 15/16• ills" 0_
20 P3752 Cap Plug,1/2"Hole M&M Nylon 1" a p w F O a x
or O L 1/16° roa ►_- a wa
21 P-5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
22 P-4779 Roller,Tandem M&M Nylon g• I 1 5n 6" ���`�PtjOREW T o
7/16• G �i
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 3 3/16• SII 3/4• :� •��OENSF."Q,y���'
24 P-4069 Keeper,Impact,PVC Interlock 7/L 1/16° —LI 34 J:° No 58201 •'�15 r
25 P-4479 Weep Cover w/Flap M&M
Nylon 1/16
_
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 T r 2 1/16°
26 P-4638 #8 X 2 1/2 Ph TRISS SMS Ajax Steel S.B.RJS.S.R.-1498 ROLLER TRACK-1776 %79 STATE OF .'I&
27 P-4958 Rotary Lock Sullivan Zinc 00.
•�ir0
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16•
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab 0 1/4f r7/8°-{ ��'�SS70?W-S
30 P-4633 Barrel Fastener Fastenal Steel 41 7 31
I
31 S-1112 Reinforcement,Head Keymark Alum -�5/8•�-
32 S-1498 Reinf.S.B.R/S,S.R, Keymark Alum BIE 1n6'
34 S-1776 Roller Track Keymark Alum 518 3s PVC GLAZEBEAD-6064 GLAZE BEAD-1112
L 1/16• `�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2' 1 1/8" 318'�15/16 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum LUCAS A.TURNER,P.E.
37 S-6005 Anti Lift Mikron PVC 3/ts• 39 FL PE#58201
3"� I----1/2" ins°
38 S3013 Scm.Adapt.,w/Nib,PVC Mikron PVC , D----�g PVC ANTI-LIFT 1239 JABARA AVE.
SCREW SUPPORT-3113
39 S-6014 Scm.Adapt.,PVC Mikron PVC PVC SCREEN CATCH-6013
NORTH PORT,FL 34288
40 S-6063 Fixed Rail CoverMikron PVC PH.941-380-1574
41 S-6064 Glazing Bead Mikron PVC 5116• 11/_ I� 8,'1 SHEET DESCRIPTION:
42 GLASS SEE SHEET CARDINAL GLASS ��� yL�(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
QZ00
121/2"MAX O.C.(TYP.) 1900 SW 44TH AVE.
-.{ 3 "P•) 4'MAX(TYP.) }8'MAX O.C.(TYP.) OCALA,FLORIDA 34474
6"MAX(TYP.) 3"(TyP) SEE NOTE 2 4'MAX�) I SEE NOTE 2 WWW.CWS.CC
6'MAX(TYP.)
-- -- -- -- -- -
INSTALLATION 8200 PVC
ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER
I I 6"
ANCHOR(TYP.) IMPACT
MAX O.C.
I (TYP.)
I s owo wwo .
17" T z wJO <Fzw
MAX.O.C. I I I �/ I I I �/ I w z O z 0_--F_
(TYP.) I O II /� I I O I /� I a Hw } �
� 0W
_
I z z m
U
OI
-za
00 0is
00zz7Uw
Q zU�00u-
a <3:0w-=0Z
I I I I I < Q'�}fAU z(A
I - 00UE co It
~TO��s=
----- -- CL z_-a �ou~i
-- -- -- -- --
X: Luco
a D. w3ra
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `�"'puudp,��
0' PKOREW r� '
Ns •.;Q.y�.0
No 58201 I.-PS
'9; STATE OF ,cu
•,�SS.fOWA'E�����
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 1/18"IS PRESENT. LOAD BEARING SHIMS SHALL BE "ZI
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.TU58201
RNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL JA#BARA RA
1239 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,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. NOTES
INSTALLATIONS 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 0: REV.:
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: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(E)CTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT QgtEMSM dTYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE fl�1/4'MAX.SHIM SEE ABOTHELE 1 MIN.EDGE DIST. SUBSTRATE
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
1/4'MAXSHIM SEE TABLE I OWWWCWS.CCFLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1MIN.EMBEDMENT o0 MIN.EDGE DIST.
SEE TABLE 1
SEE TABLE 1
PERIMETER SEALANT 8200 PVC
BY INSTALLER INSTALLATION ANCHOR HORZ.SLIDER
INSIDE AND OUT SEE TABLE 1
SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
5 3 azo
PERIMETER SEALANT Z W J p a WF z W
PERIMETER SEALANT BY INSTALLER W Z O Z of—L
Z L
BY INSTALLERL INSIDE AND OUT O Q W 3 Z}Z O W�m
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q%w o_
SEE TABLE 1 0 O F O
SEALANT BEHIND 0 0 0 1-Z 0.F y a
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND 0 Z- Z F O 0)
SEE TABLE 1 o LLZ
�\ FIN BY INSTALLER Z O C7 >U-
B l HORIZONTAL SECTION / 5 ` n•pICALrFIN ANCHORAGE >w <3 0 w-m Z
5 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION a d' }(3-O'6
Vifn-LLi
U w OJmI-
0 W W=WU)
1/4'MAX SHIM D_ D- LLI n.
SEALANT BEHIND ,t»a111111 'I
FLANGE BY INSTALLER o %%%PkoRE W TGO,
PERIMETER SEALANT MN.EMBEDMENT v t No 58209 .I
BY INSTALLER SEE TABLE 1
INSIDE AND OUT
�ro� ewe
: STATE OF
SUBSTRATE BY OTHERS %��•�'�< O✓'\���'
SEE TABLE 1 DG EDIST. ,,i�s's�0ONA
SEE T
A VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F TYPE ANCHOR TYPE MIN.EMB LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2' 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLAN 7 PCF MIN. 3/16"ITW TAPCON BYINSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT �D1 HORIZONTAL SECTION PH.941-380-1574
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" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.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")MN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLNG SCREW THRU 0.060" 7/16" ADE 10/10/13
-MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owca: REV.:
1/8"ALUM.(606345 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"STEEL(33 KSI MIN. DRILLING SCREW THRU 0.125" 7/16" CWS-871 C
FLANGE
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1!2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 5OF5