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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 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay 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 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) 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
1 of 2 8/11/2020,9:54 AM
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_4tl.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
Date Revised 08/10/2020
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 E3300-04.
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 E3300-04.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.C4pYdght 2007-2013 State of Florida.::Percy Statement::Ages i it Statement::R f n Ratement
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
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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.
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2 of 2 8/11/2020,9:54 AM
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869C
September 7, 2017
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"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 6t'
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-869C, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-3,-3A,-4, and-4A,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-869C, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-869C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869C
• 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
• In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-
1117.02t,and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11 t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex 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 P110 � it
Lucas : 4 J No 58201 r;'P: 9/07/2017
Turner ' * * *= Lucas A. Turner, P.E.
. ,
FL PE#58201
2017-09-16 STATE OF
09:27+20:00 '•,; %..4 0 F1 10rr' N 4'
�y+ 10f4Ail.E tijo-%
GENERAL NOTES: ///l�J.q(�y(�y/��9l®
mis
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yylry11DOW 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
2.GLAZING OPTIONS:(SEE SHEET 2)
azoa PVC
3.CONFIGURATIONS:"OX","XO". HORZ,SLIDER
1121/4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
49 15116" 24 5/8" INFILTRATION TEST PRESSURE AND GLASS TABLES H O w 03 cn w OQ 0
ASTM E-1300-04e01/O9. Z w o a k w
GLASS DLO GLASS DLO w Z O Z_ IY_Z F-
A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED � I-W z O�3 2
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z 2 m a m w O 0
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F-0,3 d=,0_
ANCHOR CALCULATIONS. Z0 Z-W?Z�j a.
641/4' I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ O Z LL p O w z
MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT g O H H N 0-
FLAOVEN'EL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F -9� 2-.�p
HEIGHT B B MUST BE DEBRIS.ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND � Z W w U)OO J rn w
63" 0 wH0 WOoftj
MAX. 58 13I16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT _ �w
UNIT X GLASS O I X 5s 1/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. tL ~ a a
HEIGHT DLO I D D GLASS �Iµ1uUltp
59 9/16" B DLO 8.SERIES/MODEL DESIGNATION HS-8200. ' "%��CENg�LIP.
6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: . �L'
MAX, O X=OPERABLE SASH,0=FIXED SASH Ji No 58201 ;P
SASH
HEIGHT 6 10.SECTION C.LLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I D LOCATION. 9� STATE OF ''AU
1 a 6
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. �'00. ,'.
C <,O R 1Q�'4�2s
ire �pj
27 15116" 6
MAX.SASH WIDTH
LucasTurne
r
2017-09-22 9/22/2017
13:54-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34268
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS...........1
DRAWN BY: DATE:
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
EXTRUSIONS&B.O.M...............................4
ANCHOR SCHEDULE&NOTES................5 111"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-669 c
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF 6
� �®M
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8200 PVC
718"OVERALL HORZ.SLIDER
3116"ANNEALED OR TEMPERED 7/8"OVERALL IMPACT
1/4"AIR SPACE 1/8"ANNEALED OR TEMPERED 1 Z ¢Z?�
7/16"LAMI 3/8"AIR SPACE h- p W 0 Q I W-a p
3/16"ANNEALED W Z Q Z W F Z IW_-
'090 SENTRY GLASS IONOPLAST INTERLAYER 5/16"LAMI p H W Z O 3'2
1/8"ANNEALED Z Z=�¢X W 0 0
3/16"ANNEALED .090 DUPONT PVB INTERLAYER Z� Z Z Z W
PURFECT GLAZE"H„ 1/8"ANNEALED Q z o w ZO 0 LL 0
OUANEX DURASEAL 9 SIKAFLEX 552 Q�0 W F H 0 z
IG SPACER Q 2 yy --Z uj
F Op~}O3:0
G SPACER NEX URASEALW112-
PURFECT PURFEI
EX 52 GLAZE 11H" U.N a p Op W U)F
11 1/2"GLASS BITE a0 W~d W
. 30 a 11 D,. ~ d
SS BITE ►►►fuuHq�
`a►�pORE►q 9i,;.0ke E nr a. F No 5B201�JEDQ 59�. STAVE
^Q
ol(�I
O GLASS TYPE B
SASH GLASS
GLASS TYPE A �Z
FIXED GLASS
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
TEF 10/11/13
DWG#: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 20F6
INTERIOR 2 5 3 24 auga m
WINDOW SYSTEMS
1900 SW 44TH AVE,
1 2 19 or49 0 15 12 13 42 45 43 OCALA,FLORIDA 34474
W W W.0 WS.CC
�— 40 8200 PVC
HORZ.SLIDER
IMPACT
;� z <z
Z W J O ¢W W
11 8 3 2 5 6 17 18 e� 1 SECTION VIEW D-D g ¢(0 3 y O m
JAMB ROTARY LOCKS I—W ZZ H 3 g=
Z Z=mQWWOO
0 OF-OVQ=mow
40 JAMB ROTARY LOCKS: U Urn 1--Z o-F ro 5-
SECTION VIEW B-B MAYBE SUBSTITUTED FOR JAMB ZO ZO Z U Z-U co
1 IMPACT LOCKS ON FLANGE UNITS. ¢ F_ c O 0 U
O - LL
REQUIRED ON FIN UNITS. §�0 F O r 0 Z
45 Q �g VJU-Zrn
43 I~LI OLLD a.�yOWinW
rn W O J U H-
31-37 H�(L ��dU
18 — 44
ii//ffff
eo , p0REW T 6�
14 HEAD IMPACT HOOK(TYP.) �: No 58201
MIDSPAN OF SASHES *; ,k
6 F(ITEMS 44&46) • +
_,0: :rY
�9C�• STATE OF j k
1ID
Rl�,•
I Rfffffmauri+��
� I
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
9/22/2017
t6 /� NOTES: LUCAS A.TURNER,P.E.
EITHER IMPACT HOOKS OR ROTARY LOCKS
tll� 16 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
-ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
47 PH.941-380-1574
SHEET DESCRIPTION:
10
o o SECTION VIEWS
1
DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG a: REV.:
1:20 CWS-869 C
SECTION VIEW C-C
ALTERNATE FIN FRAME scALE: SHEET
1:2 3 OF 6
PARTS LIST 3 1/8" � CORNER CONSTRUCTION �y
ITEM PART# DESCRIPTION VENDOR MATERIAL _3 1/8" -- // TlpRvfr® •I /(/{
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 3118 WINDOW(�( (�SYSTEMS IL]Lf j��j
2 FI-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 a 2 1900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC OCALA,FLORIDA 34474
1/16" W W W.CWS.CC
5 P-3342 #8 x 2 Sealer,
r, Mod Truss Type A TEKAjax Steel 2 11/16^ v16^ 3 9/16 1 7 1/16"
6 P-3342 Seam Sealer,SM5504 Schnee Silicone 0&
7 5-1776 Roller Track Keymark Alum CORNER WELD
(ALL SIDES) 8200 PVC
PL If," 1/6"
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC 1:8 HORZ"SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 HO rviTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon
11 S-6064 Glazing Bead Mikron PVC 1 15/16" 1 311s"-{ 5 ¢ z 2 ¢Z
12 H-6050 Sash Meeting Rail,PVC Mikron PVC —2 3/16" f--2 3116" rn w O
13 H-6051 Sash Pull Rail,PVC Mikron PVC 12 14 3 Lu w 0 Z ¢k Z w
w zOz <__H
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC ^ LL Q LU Z O IY 2 m
1 5/8" 1 IT:
1 5/a" -J 1 5/16" Z w Z W Uj 0_
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum L Z Z 1-0¢Kw O O
16 W1498 Reinforcement,Sash,Side Rail Keymark Alum 1116" 1/1s" 0 v w F-j Z a P co a
ZZO Z U) ZH�y
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum pVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 ¢ Z U N Z O U U
FIXED MEETING RAIL <_u-LU O O u_
18 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab 0 3116" SCREWED TOGETHER WITH K <3 O F 0 O Z
OUTERFRAME ¢ ti U-Z rn
19 P-3783 Lock,Impact,PVC Interlock 1:8 LU O❑Ix>O O
20 P 4051 #B x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O Z cn w m OpLU
v�i
21 1 P4069 lKeeper,Impact,PVC Interlock CL 5/a,. p w P O a 2
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel s"- 3/4"-�- a � a LU 3 a
23 P-4958 Rotary Lock Interlock 1 5/16" 1„ 15 17
/� ppnO(I
24 P-4633 8-32 x 1/2"Barrel Fastener Interlock L ]Las L 1/16" 15/16^ I_..l 1/16" �� OREby��4r
25 P�952 Keeper,Rotary Lock Interlock 7/8" 1/16" SASH MTG.RAIL-1497 }— ��`�� CERIS'TGQ�4,
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 L SASH REINF.-1699 •No 58201 ••'y�,L
HEAD IMPACT HOOK-19991.
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3/4" =*:
0 3/16" 3116" 7116" 1 114"
28 GLASS SEE SHEET 2 CARDINAL GLASS ;xS
�9; STATE, OF .4r:
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O r 16 7 .O: •4i."'
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber I- 6„ i 1/16
31 P-3218 Screen Frame Allmetal RollFom1 T 5/6" S.B.R./S.S.R.-1498 ROLLER TRACK-1776
5/8" I(ll�`�.JAI__--L�
32 P 4754 Screen Comer Key Allmetal Nylon L 1/ 1
1/4"
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon
34 P-3029 Screen Pull tab Summit PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 �•7/8"-{
35 P-3033 Screen Spring Fla.Spring SS 7/s
36 P-3228 Screen Spline Da pa sns' � 9/16im=�01/1166""
P P O PVC GLAZEBEAD-6064 -L 9/22/2017
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber 1/2",�-1'/8,11 FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5 16° 3/6" 1 516"-{ 1239 JABARA AVE.
a 1 NORTH PORT,FL 34288
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 42 3�L� as
7/8„ 1116" PH.941-380-1574
43 5-1112 Reinforcement,Head,Jamb Keymark Alum L_ 1/16" PVC SCREEN CATCH-6013 1/16„ SHEET DESCRIPTION
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577 PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK 45 P-3748 #6 X 5/8 Ph FH TEK,Zinc,Painted Ajax Steel BOM AND EXTRUSIONS
5/16" 1 1/8"
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"�I� 3" � ---�-1/2" Ur DRAWN BY: DATE:
47 I-6048 Main Frame,SWHS,Fin,PVC Mikron PVC 9
48 5-6055 Roller Track,PVC,(Anti-lift) Mikron PVC f 40 1/16" TEF 10/11/13
SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DwG#: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 C
50 P�730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: SCALE:
4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
coggon-ffi iW SYSTEMS
1900 SW 44TH AVE.
6"MAX(TYP) 3"(TYP.) � r 1�4 y SEE NOTE 2 4"MAX.(TYP.)—�•� �--}6"MAX.O.C.(TYP.) WWW.00ALA WS.CCFLORIDA 34474
WWW.CWS.CC
MAX.O.C. (.n,P)Z
6"MAX.(TYP.) (TYP.) 4"MAX.
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ, SLIDER
S I I MAX O.C. IMPACT
(TYP.)
17"
MAX.O.C. Q Z 3: Q Z 3
(TYP, X O X X O X l a Lu p <M @
W zoz w_zI-
o
U.
¢�3>O��m
U VO Fu~ia
OZpyZnU-
- - -- - -- -- -- --- ��'QQO}tWFF-p-
F¢- 0uj
pFj��_O�
ANCHOR LAYOUT-(FIN) Lu u_U X W o J rn w
ANCHOR LAYOUT-(FLANGE) a i-a 0 p(D y
p Lu 0 axcr>_
a cL � a
���uwuhrp
0"p�OREW
4%Cc:•��G E N YF GP�yy
i
�•p; ;tt
9O:" STATB OF :mow
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. f
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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# l JA
BE PROTECTED TO PREVENT REACTION. 1239 JABARA RA AVE.A
5.INSTALi ATION 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 6. 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.
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:
TEF 10/11/13
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 a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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) 1:25 5 OF 6
MIN.EMBEDMENT // "17/7 gun /�/,{
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE l�(y(� irlj�'t I�f�/i��f BY OTHERS WINDOW SYSTEMS
MIN.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.
1/4" IM SEE TABLE 1 OCALA,FLORIDA 34474
MAX..
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1
VE
DMENTV-PERIMETERSEALANT
E DIST.
PERIMETER SEALANT-- E 1 E 1
BY INSTALLER INSTALLATION ANC 8200 PVC
INSIDE AND OUT SEE TABLET HORZ.SLIDER
SEALANT BEHIND MIN.EMBEDMENT
FLANGE BY INSTALLER SHIM SEE TABLE 1 IMPACT
Z 3 4Z77_PERIMETER SEALANT 1- ❑W O a W a p
BYINSTALLER W W� W INSIDE AND OUT Lu Z y Z x Z~
BYINSTALLER 9 F-¢-w Z 0 3�m
INSIDE AND OUT INSTALLATION ANCHOR Z Z=�Q X W o 0
SEALANT BEHIND SEE TABLE 1 O O 1-O cj Q=E_x
INSTALLATION ANCHOR - FLANGE BY INSTALLER SEALANT BEHIND O O u)F-Z IL I.-to 2
SEE TABLE 1
/ C HORIZONTAL SECTION FIN BY INSTALLER Z 0 Z V w Z:LL V
HORIZONTAL SECTION }CAL FIN ANCHORAGE Q 3 U.W O=O Z
6 TYPICAL JAMB ANCHORAGE 6 HEATYPID AND SILL SIMILAR OR FIN INSTALLATION ¢ xW(7'ZO Vi
C Z LJ-1xo 0� (n H
0 wl-O d0��
1/4"MAX.SHIM d H O- d
SEALANT BEHIND
FLANGE BY INSTALLER
�pu Uqp
PERIMETER SEALANT— ..........
gF
MIN.EMBEDMENT �J 'tn
IN INSTALLER �l No M31 S,-A
INSIDE AND OUT SEE TABLE 1 �
�9.y 'Qz
QIZ
SUBSTRATE BY OTHERS :0.. STATE OF ��;
SEE TABLE 1 MIN.EDGE DIST.
VERTICAL SECTION SEE TABLE 1
6 TYPICAL SILL ANCHORAGE
�'l X
TABLE 1:APPROVED INSTALLATION FASTENERS
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"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
FLANGE SE
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BYR STALPEIMETELER ALANT��— 1239 JABARA AVE.
INSIDE AND OUT NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE
HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 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 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: GATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR 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 TEF 10/11/13
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULLTHREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG q: REV.:
FLANGE 1/B"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 C
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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