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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 291
jlathrop@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 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext221
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 Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2030
Validated By Steven M.Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2_COI_EvalReport871C.pdf
Referenced Standard and Year(of Standard) 5Undard Year
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
1 of 2 6/5/2020, 11:53 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG...
Equivalence of Product Standards
Certified By
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.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,74"x 63", DP+/-60 psf. Outer lite in FL16736 R2_AE_EvalReport871C.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.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 FL16736 R2_AE_EvalReport869C.pdf
in I.G.must be safety glazed when used above 30 ft. in Created by Independent Third Party:Yes
HVHZ.Glass complies to ASTM E1300-04.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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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2 of 2 6/5/2020, 11:53 AM
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 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 Jabara Ave.,North Port, FL
2) Approval drawing CWS-871C, 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-871C, 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. 16-1117.02t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1Ot
t 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.
A V �R �� I
Lucas :� : No 58201
Turner
2017-08-30 13% STATE OF
16:09+20:00do 8/29/2017
r'�'.�`�S►44•O R tO i' ��'`� Lucas A. Turner, P.E.
r�r��slONA111 0 FL PE #58201
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED " •IIIG/if
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
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)
74"MAX.UNIT WIDTH
3.CONFIGURATIONS:"OX","XO". 8200 PVC
f'IORZ.SLIDER �I
—
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT j
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
ASTM E 13 0 04e01INFILTRATION 109. SURE AND GLASS TABLES Z 0�0 Q k 0 W
w zOZ Ir_-H
I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED a w_�Z 00 3�,
64 1/4" I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z x 2¢Ir w O O
MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F-O p Lj¢1:h a
FLANGE B (0) n.
pp ANCHOR CALCULATIONS. 0 CO ai z a I'cn
HEIGHT I Z OZO0-z:D0 CQ
-
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ h Z,m 0 O LL Z
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT Q 3 O pih�O-
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT } O m
63
MAX. FLYSNG DEBRISGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND Z(D W In O N
HEIGHT O 59 9176" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT _~ w UNIT -m of 0}
MAX,
USED AT FIXED MEETING RAIL AND HEAD/SILL. a F- a 3 a
SASH
HEIGHT p�uuf�q
I I 8.SERIES I MODEL DESIGNATION HS-6200.
58 1
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
SS I B J to
GLASS I X=OPERABLE SASH,0=FIXED SASH No 58201
DLO 5
O 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
5 LOCATION. 'A STATE OF ."40�
5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. q°"':c( p►:��r��
C
#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:
GENERAL NOTES&ELEVATIONS...........1 AIDE 10/10/13
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 971 c
ANCHOR SCHEDULE&NOTES................4 SCALE:
INSTALLATION DETAILS...........................5 SHEET
1:15 1 OF 5
INTERIOR 7 s 7 30 2 WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
18 21 1 3 6 / WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
0 ¢ aZo
ow0 QWoo
zLju Z
a v03>-owR:m
41 40 3 1 9 39 e Z zmn<wwoo
O OF-OVQ=F=
SECTION S-B o z-10 z?f-=)CL
cn
O]— F _
t 1 - NOTE:FIXED LITE AT HEAD ¢ �?V g Z O LL V
AND SILL IS SIMILAR. ¢ p W O=O Z
HH
O 31 w 00 �=)
'C row 0 J C/)
a
Hrd �3w�
a
C� 336 -- — �``���•RE• TG�'4
19
n 4 :j�.��G E pi sF•.P,y�
U HEAD IMPACT HOOK(TYP.) w ,•• 58201
4 MIDSPAN OF SASH 22 ,k
(ITEMS 35 8 36) 2'O
7/8"OVERALL :sy: gTpTE OF .•4rt
1/8"ANNEALED or TEMPERED i40•�t,�< Or;`ts�
INTERIOR I I 7/16"AIRSPACE
I 5/16"LAMI
1/8"ANNEALED
O
ROTARY LOCK ,M DUPONT PVB INTERLAYER
43 TO HURRICANE NLY D PRIOR
FORCE WINDS.
LOCATED AT THIRD POINTS 118"ANNEALED
4 (3 ITEM 27) 9/22/2017
43 PURFECT GLAZE"H"
13 n n� SIKAFLEX 552 LUC S A.
FIL #TURNER,P.E.
12 Llll Llll a1 58201
1239 JABARA AVE.
e
34 NORTH PORT,FL 34288
5
I PH.941-380-1574
16 SHEET DESCRIPTION:
5 O �O I 3 1/2"GLASS BITE SECTION VIEWS AND
JII QUANEX DURASEAL GLAZING DETAIL
U 4 0 IG SPACER DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND
JAMB ROTARY LOCK LOCATIONS ADE 10/10/13
1:20 GLASS TYPE A DWG#: REV:
SECTION C-C 1:1 CWS-871 C
ALTERNATE FIN FRAME
SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.11 1:2 2 OF 5
PARTS LIST _ 31/8" — CORNER CONSTRUCTION CITEM PART# DESCRIPTION VENDOR MATERIAL 3118"1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2"� DONV SYSTWS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 � 1900 SW 44TH AVE.
'Lil
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bot.Rail Mikron PVC 21vts" 39/16^ v1s" P1/8„ 1/1s" WWW.CWS.CC
5 H5048 Main Fr.,SH,w/Fin.,PVC Mikron PVC V16" L
6 H5050 Sash Meet,Rail,PVC Mikron PVC CORNER ESLD
L (ALL SIDES) SZQQ PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC 1:8 FIaI�Z.SLIDER
8 H-6049 Main Fr.,SH,W/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen PUII Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley 15
1 15l16" 1 3/16" 6 J Z Q
r--2 3116" --{ � tL16
Q � Z
11 P-3113 Screw Support,PVC Team Plastic Rubber h p W O O w O p
12 P-3218 Screen Frame Allmetal RoIlForm s 7 4 ao Lu Z p Z O_Z m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/6" h�L� 1 5/8" 1 5/8" n� 1 0 F W�z U Lr 5_
14 P-4754 Screen Frame Comer KeyAllmetal Nylon ( LI 1/1e" Z Z=0¢<w p O
y j 1/16" 1/16" ll 1116" FIXED MEETING RAIL O O X O�j¢Lu F 0
15 P-3342 Seam Sealer,SM5504 Schnee Silicone SCREWED TOGETHER WITH U v U)F-Z 0- o-
OUTERFRAME O Z G
16 P-3352 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 Z O Urn O U
HZ'20OwZ
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab r ¢ O w—=O
18 P-3539 #8 x 3/4"Square TEK 2 Zlnc Fastenal Steel 31 4' ¢ ~Z
5/8° W Op�mO WfnW
19 P 4730 #8 x 1/2"Truss PH TEK 2 Znc Fastenal Steel 0 3 16" LL(D W O w
��1/16!
—d0'O20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1^ 15/16^ ap w�O a xP-3783 or O L vis" a H a Lu 3 a
21 P-5250 Spring Lock,Impact,PVC Interlock Nylons„ 1 5n 6" Of-1699
P 9 P SASH MTG.RAIL-1497 SASH REINF. �UnPrp
ler,Tandem
23 P-40511 #81x 1 1/4 Ph FH TEK,Wht. Fastental Steel 7/e 35 7/16" 1 v4" TGQy���
Is
24 P 4069 Keeper,Impact,PVC Interlock 1/16° 3/1s 3a ���� No 58201 •'
25 P-4479 Weep Cowr w/Flap M&M Nylon 1 3 =*r •t*_
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16" 1/16 :ro; * :ccs
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 �'9; STATE OF ,W�
27 P-4958 Rotary Lock Sullivan Zinc :O., •t6/�
28 P 4952 Keeper,Rotary Lock Sullil,en Zinc 0 3/16" ���cnS;•�Op1Q.•'0N,��
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 1/a"—{ 4 F•7/8^� i���3y un i ate,
30 P 4633 Barrel Fastener Fastenal Steel �T II
31 S-1112 Reinforcement,Head Keymark Alum 6„ 7/8� 9/1L 31
32 561,
-1498 Reinf.S.B.R./S.S.R, Keymark Alum T 3s v12
34 S-1776 Roller Track Keymark Alum 5!L 1/16" PVC GLAZEBEAD-6064 GLAZE BEAD-111
35 1 S-1999 lFrame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2 11/8"1 3/8" 15116"+ 9/22/2200117
36 S-2000 Panel Catch,Head,Impact Keymark Alum
37 S-6005 Anti Lift Mikron PVC F-3116" — 38 37 LUCAS A.TURNER,P.E.
L IB 3^ •i N-- —1/2" 1/16" 1116" FL PE#58201
38 5-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC n 1239 JABARA AVE.PVC ANTI-LIFT-6005
PVC SCREEN CATCH-6013 39 S-6014 Scm.Adapt.,PVC Mikron PVC r SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Co1,er Mikron PVC PH.941-380-1574
41 S-6064 Glazing Bead Mikron PVC 5/16" �1 1/8" SHEET DESCRIPTION:
42 GLASS ISEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1116"
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE.
ADE 10/10/13
DWG 4', REV.
CWS-871 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:
33 SHEET
1.2 3OF5
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.) t 8"MAX.O.C.(TYP.)
�3"(TYP.) 4"MAX(TYP) SEE NOTE WWW.CWS.CC
1.
'F"
6"MAX.(TYP.)
1 INSTALLATION Fr L1 8200 PVC'
INSTALLATION
I , I ANCHOR(TYP.) I 1 I HORZ.SLIDER
B„
I I I 1 I ANCHOR(TYP) IMPACT
MAX.O.C.
(TYP.)
( Q Z 3: QZ�
17" — OW UW p
MAX.O.C. I I _
/` z U Q W WJ❑
1 O 1 �( I 0 ZUIZyox�m_
(TYP.` I I I I I LL 1,-W Z 1,-3: _
( O OI=-O¢QWpO
U Uy�ZD-Hfnd
Z 0 UO?-D
1 I I I Qr 000 ;=) d
W L (n to O W.I I'n fn W
-- -- -- - a
a L cf
wow
a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ��s►►►►►s►
%01, 1DREW►�►►i++.
.�t No 5B201 9
mot• * ;t_
90� STATE OF
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 z
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.
FL PE#RA Al
JA
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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE,
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN Br. DATE.
ADE 10/10/13
B.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 u: 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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ��!(XYlL1JCK4//UC/lY Ir\j(lti I"/�I BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
�►" SEE TABLE 1 WWW. FLORIDA 34474
1/4"MAX SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT-- SEE TABLE 1 8200 PVC
BYINSTALLER NSIDEANDOUT / SEE TABLE
IONANCHOR HORZ.SLIDER
SEALANT BEHIND
-� SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
o ¢ZO
PERIMETER SEALANT Z tu J g Q W Q p
-PERIMETER SEALANT BYINSTALLER w Z O Z K-Z F-
BY INSTALLER o INSIDE AND OUT Q LL W Z O x�S
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 Q X w Op O
SEALANT BEHIND SEE TABLE 1 O O F-O V a 2 F D=
INSTALLATION ANCHOR fn Z F-O 5-
SEE TABLE T FLANGE BY FIN BYNNSTALLER Z p(7 -Z U W
F-
U(OZ
B HORIZONTAL SECTION 5 TYPICAL IN ANCHORAGE Q O W O O Z
5 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q x� h) Z
p LU-0 a.
114"MAX.SHIM
a F-
SEALANT BEHIND
FLANGE BY INSTALLER
..........T +i
� �`�p`�•v�C E N F
PERIMETER SEALANT MIN.EMBEDMENT t No 53201
BY INSTALLER SEE TABLE 1
INSIDE AND OUT
_ �9� STATE OF but
SUBSTRATE BY OTHERS
SEE TABLE 1 , ••� '�'
MIN.EDGE DIST.
� SEE TABLE 1 y+ii ii�VA'U�►��
VERTICAL SECTION
�J TYPICAL SILL ANCHORAGE
z�
a TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITV TAPCON 1-1/2" 1-1/81, PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON V 1" INSIDE AND OUT PH.941-380-1574
p HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5_,J BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITV TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 3/8 7/8 INSTALLATION DETAILS
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-FLEX OR 11W FULL THREAD UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.06W 7116 ADE 10/10/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6D63-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: 1 C
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. LE' SHEET
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