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Product Approval
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RECEIVE®
Product Approval Menu Application Detail
MAR 15 poi
FL# FL16736-R2
—
M
T. LuR
C! Co. ty
�4 Application Type Revision ST. Lucie county, Permitting
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 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
ty
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
w
Address/Phone/Email 1900 SW 44th Ave
,
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Window
S
des Subcategory
Horizontal Slider
Compliance Method E Von Report from a Florida Registered Architect or a'Licensed Florida
Professional Engineer
El Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
4
Referenced Standard and Year(of Standard)
Standard Year
fUG AAMA/W DMA/CSA/10 1/1.S.2/A440-06 2008
ASTM E1886-05 2005
haps:rifloridabuilding.org/pripr_app dtl.aspx?param==NvGEVXQwtDqtigobl%2flZjn6T(lPohLz6ontOcl5l-1,',BPugYLJIXlzzFJrTCXA%3d'/.3d[1/2,201811:05:25Ahfl
Florida Buildaog Code Online
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
6 Equivalence of Product Standards
Certified By
X
Sections from the Code
r
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
s �G
6"
Date Pending FBC Approval 10/03/2017
l Date Approved 12/12/2017
m a o Pr dcts q ��
'' fs FL# . -Mode! Number or,Name Descri tion'
r. p
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX.
Limits of Use Installation Instructions
p Approved for use in HVHZ:Yes FL1.6736 R2 II CWS-871C. dmf
ypffy Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
i> �,• Impact Resistant:Yes Created by Independent Third Party:Yes
f; Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74"x 63", DP+/-60 psf. Outer lite in F 76736 R2 AE EvalRel2ort871C.pdf
s 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.
if � �� '�. � •� — - . _ _ � _w._.__. ._._... _r _.._
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 R2II CWS-869C_�
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 Vii--6736 R2 AE EvalRPnort869C.psif
g I:G. must be safety glazed when,used`above 30,ft; inHVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM-(1300-04.N 7M
.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
ryThe State of Florida is an AA(EEO employer,Coovriaht 2007-2013 State of Florida.::Privacv Statement::Accescihility Statement:;Refund Statement
} Under Florida law,email addresses are public records.If you do not want your a-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
one.The emails 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
t` 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.,
_
s a please click here.
Product Approval Accepts
Y1XM eChsck
Credit Card---
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URN
E 1239 Jabara Ave.
1 1! 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(HVI-IZ),XO
or OX 74"x63"unit size with design pressures of+r'-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'Ave, 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 6"'
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,-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
101/1.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. 16-1117.021
•
Requires Quanex(Mikron)white rigid PVC framing per-Miami-Dade N.O.A. 17-0206.101
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 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.
t�,�yytrttrrrrttt�
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No
k
56201 M
�atit t 8/29/2017
Al�� �ONA1LucasFL PE#5820P.E.
r4ttl8811
-—— .......-----.--....
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDs
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W ISIDOW 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
75 114"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) A
— 3.CONFIGURATIONS:"OX","XO". 8200 PVC
74"MAX.UNIT WIDTH ------------
4.DESIGN PRESSURE RATING: HORZ. SLIDER
(- 33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT
A GLASS TABLES ASTM E-1300-04e01109.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
�- INFILTRATION TEST PRESSURE AND GLASS TABLES Q z w O p
ASTM E-1300-04e01f09. z w o o C o w
w zOz X�Zt
I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o t4U)- -y0o'-w z r�2 m
_
641/4" I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z=Z.¢w w p 0
MAx. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O r O a=F
FLANGE B B ANCHOR CALCULATIONS. ai z n
HEIGHT I z �-? U
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ f- z 0 0 w C)
_ REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT } a 0 w-=O-
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F x Err}-Y O c/)63" I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o oLL mw w(j)w
UNIT FLYING DEBRIS. a z=a 00 o 0)F-
HEIGHT ® X I 59 9/16" 0 w F-0 w=Of>_
7MAX. .ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT x 2
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a F-
D a
HEIGHT ��uuurua
6.SERIES/MODEL DESIGNATION HS 8200. �">>'�omkr rN+�
..........
5813116' 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: G c ✓p
GLASS e X=OPERABLE SASH,O=FIXED SASH v Na 592•'91
DLO
O 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '
5 LOCATION.
D ; STATE OF ."W�
I I
I I I I 5 11.EXTERNAL WEEP SLOT=1!4"x 1'LOCATED 4"FROM BOTH ENDS. ''.0"f� 4-,;�
i C
-- C A --
5
------33"GLASS DLO
365116"MAX.SASH WIDTH
9/22/2017
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 oRAVh'eY: DaiE:
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING Dw–G:-- REv.:
ANCHOR SCHEDUEXTRUSIONS& LE&NOTES................4 74"x63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
INSTALLATION DETAILS...........................5
SCALE: SHEET
1:15 1 OF 5
..............._—.-......................._._.........-.....---------...-....---........................... _.__.-.._....-- --------
cltmEmsffl7 s 7 3o z
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 3 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
a - 3: <Z0
walo
'all _ Z W-0 a F wW
o Z Q 0 Z}O ct }E
41 AU 3 12 'y 39 Z Z=�Q�W00
O Or0Va=I-w
SECTION S-B o Z-U)- II--Z)Ln
Z OOUrl--Do
-
8 1� NOTE:FIXED LITE AT HEAD ¢ F u.u)p O a z
AND SILL IS SIMILAR. <¢O F r T Q-
31 FQ- DrtrhV)0 a,
WOOW V) W
O
sa �- 3s �~a W aw
17 17
36 32 �d`��r1flRl= rrTh��
P
1s pF;.v.GErj g'•G�Q.•
---04 �vvj"• N. 55201 fir:
HEAD IMPACT HOOK(TYP.)
4 MIDSPAN OF SASH
(ITEMS 35&36) 7/8"OVERALL �'b' "
__ �9 t STATE OF .�tr:
V8"ANNEALED or TEMPERED ���T'•,,c T;'���
INTERIOR I _ I 7/16"AIRSPACE ''�•SS'�ON•A`1�p+`�,
I I 5/1fi"LAMI
1/8"ANNEALED
ROTARY LOCK(TYP.) 7F
43 TOO A HURRICANE FORCE WINDS. ° DUPONT PVB INTERLAYER
LOCATED AT THIRD POINTS 1/8"ANNEALED
19 _ 4 1 X I (ITEM 27) PURFECT GLAZE"H" 9/22/2017
13 -� 43 SIKAFLEX 552 LUCAS A.TURNER,P.E.
1 g FL PE#58201
41 1239 JABARA AVE.
a
3a NORTH PORT,FL 34288 it 3
PH.941-380-1574
1 16 -
SHEET DESCRIPTION:
1/Y GLASS BITE
SECTION VIEWS AND
OUANEX DURASEAL GLAZING DETAIL
4 IG SPACER ..._._..........__..-...____
DRAWN BY: DATE:E:
SECTION A-A HEAD IMPACT HOOK ANDS; ADE 10/10/13
JAMB ROTARY LOCK LOCATIONS
1.20 GLASS TYPE A DWG:: REV.:
SECTION C-C 1:1 CWS-871 C
ALTERNATE FIN FRAME
SCALE. SHEET
°-SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
r
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL j '3 tib" CORNER CONSTRUCTION
3 1/8' -�
1 H-1497 Reint.Sash Meet.Rail Keymark Alum 1 1/2"
VVIfVDflW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum _O 0 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum I WWW. FLORIDA 34a74
1116" WW.CWS.CC
4 H46052 Sash Top/Bot.Rail Mikron PVC 2 11/16' 39:'16" 2 VG"
5 H5048 Main Fr.,SH,w/Fin.,PVC (Mikron PVC CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC O
(ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC L HORZ.SLIDER
8 H-6049 Main Fr.,SH,wlFlg.,PVC Mikron PVC PVC FRAME FLANGE-6049 7 FIXED RAIL•1838 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hurley 1
1 75116" 1 3%16"
�r--23!16" --'{F9116" 6 ¢ Z a ¢Z
11 P-3113 Screw Support,PVC Team Plastic Rubber I I- 0 w O w w o c
¢I w
12 P-3218 Screen Frame Allmetal RoIlForm 6 __� i j 4 — 4U w z p z w I�z�
I� I� 0 4yy0�3m
13 P-3228 Screen Spline,.155 Dia.,Bik. Dapa 1 5/&' 1 518" `J 1 518' (n��I`J 15/16' LL I-u1 Z I- 2i_
f w
14 P-4754 Screen Frame Comer Key Allmetal Nyloil 1116„ 1/16 I U 1/16° Z z= ¢ w O O
15 P-3342 Seam Sealer,SM5504 Schnee Silicone �- 1111 t116' L_._ FIXED MEETING RAIL Z a=F
SCREWED TOGETHER WITH �Z
16 P-3352 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 RAIL-6052 PVC FIXED RAIL COVER-6063 OUTER8RAME Z O Z U vi Z 0-
I:Z O W 0
17 P-3429 Wstp.,0.270 x.187 back Fir Seal,Gr Ultrafab C <4 0 w-rz-0 z
18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/g 3/4"_.�.--� N GO w h y 0�O�
19 P 4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel / 0 3116" 2 w w , 00 J 0)w
20 P-3752 Cap Plug,1/2"Hole M&M Nylon / 1' 15l1G'I I 1/1g 0 W�0 a-O
P-3783 or O (j _L 1(16' 1_I� a- 1- w
a a
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
pllV llr
22 P4779 Roller,Tandem M&M Nylon �.--_. _G,__._._......._�__—__..� 15116-
23
5116"23 P4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 -.-I 314-
71"
/4"=-- 7/16" t 1/4'-j � +:��;•�cEpfs^G,i'y�
24 P-0069 Keeper,Impact,PVC Interlock 718 y16" I �•J4;'L c i^
/16" III ^ 34 No 552,"}1 :`.�25 P-0479 Weep Cover w/Flap M&M NylonJW
7 t— t
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 7 1111---1/16" 2" %a:Z
S.B.R./S.S.R.-1498 ROLLER TRACK 1776 '11; STATE OF W:
27 P-0958 Rotary Lock Sullivan Zinc 1 0., A;
28 P-4952 Keeper,Rotary Lock Sullivan Zinc ��3/ig '��(''CZ O R 1�p �_:
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab 0. d 1/`t'-{ �7/8 'SS/ONA pit�`��l
30 P-4633 Barrel Fastener Fastenal Steelirl4 41
31 S-1112 Reinforcement,Head Keymark Alum ' 6" 15/8° 7/8' 9/t 31
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T" 3G �1/1 G"
34 S-1776 Roller Track Keymark Alum 5/ =1/16' PVC GLAZEBEAD-6064 GLAZE BEAD-1112
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2 L °J 3!g^i 15116"+� 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum
37 S5005 Anti Lift Mikron PVC 3/16" L 38 i_1Lr� 3/ LUCAS A.TURNER,P.E.
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 31, 1 -1-1;2" 1_.1/181, - L 1116" FL PE#58201
11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVCSCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574
{-1
41 S-6064 Glazing Bead Mikron PVC 5/16", I 1/8" SHEET DESCRIPTION:
42 GLASS SEE SHEET 2 CARDINAL GLASS ' 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1116^
PVC SCREEN SUPPORT-6014 DRAItiN BY: DATE:
ADE 10/10/13
DWG:: REV.:
CWS-871 C
LIN33 E ITEMS NOT USED; NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 3 OF 5
WINDOW SMEMS
121/2'MAX.O.C.(TYP.)-�—}}�- --{{ 1900 SW 44TH AVE.
3'(TYP•) www. 34474
6"MAX.(TYP.)—�i--�11 I t 3,(TYP) SEE NOTE 2 4'MX
' 8"MAX.O.C.(TYP.) SEE TE 2 WW W.CW FLORIDAOCC
6"MAX.(TYP.) f" 4-M
1.._......_....._...__...._.._._ ....- - 8200 PVC
INSTALLATION
I II I ANCHOR(TYP I I I HORZ.SLIDER
I I I I I INSTALLATION
!I 8' I ANCHOR(TYP) IMPACT
MAX.O.C.
('I YP.) J
17" I I F- owo Z WJ❑ QWO00
W
MAX O.C. I I I I I W ZOZ D__ZI-
(TYP .) O I X I I O X I 0 1¢-W�'Z 0 W 3:w
Z Z=mQD
O OHO U¢_F�
❑ Z�0ZZF~-jam
Z 00Vaj So--
Q I-�'�ZOOD-O
C MQOIW-F-FZZ
Of Ir W O❑K�co❑W OW
VLL i,w
-- -- -- - =-0 a
-- -- -- p WI0—M
—
d
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) %`"Itillsill"
v No 55201 '
�Q. STATE OF :4t�i`
0AS0P'
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
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.
F #58201
BE PROTECTED TO PREVENT REACTION. 12399 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.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND 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: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 X: 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 120 4 OF 5
(
SE EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS VVIPdC9W 5YSTEPRS
--MIN.EDGE DIST. 114"MAX.SHIM7 SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
114"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 -I MIN.EDGE DIST.
MIN.EMBEDMENT
PERIMETER SEALANT SEE'fABLE 1VR
SEE TABLE 1
BY INSTALLER I INSTALLATION ANC $ZOO PVC
INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER
SEALANT BEHINO SETASEUMENTIMPACT
FLANGE BY INSTALLER 114"MAX.SHIM
z3 <Z0PERIMETER SEALANT Z o f Op 4 W 0 0ETER SEALANT BYINSTALLER W ZOZ IY Z HSTALLER — - INSIDE AND OUT 12 HW§Z0 W3:2E AND OUT l INSTALLATION ANCHOR Z Z=mQwWO0
INSTALLATION ANCHOR ANT BEHIND SEE TABLE 1 O O U)O U iL U)a
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND O Z-fn Z Z
FIN BY INSTALLER C O Z U ui Z 0-
�B� HORIZONTAL SECTION / �; ` HORIZONTAL SECTION {-- g O LL O
5 TYPICAL JAMB ANCHORAGE S TYPICAL FIN ANCHORAGE F F Z Uj
Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- w 9>-Y 0
. W Os❑e W In 6w ulA W
a
0 WPO m CC wOw>-
1/4"MAX.SHIM d F- 0- W d
SEALANT BEHIND
FLANGE BY INSTALLER O ���ttttofREk%���h
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YOENS'•.�4A
PERIMETER SEALANT B fiZ, •'•(�
BY INSTALLER r•,ilN.EMBEDMENT Sv: No SS201 9^
INSIDE AND OUT
SEE TABLE 1
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SUBSTRATE BY OTHERS ^O,n•"
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TYPICAL SILL ANCHORAGE
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TABLE 1:APPROVED INSTALLATION FASTENERS Q 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"ITWTAPCON 1-1/2' 1-1/8" FL PE#58201
TEPERIMER SEALANT---- 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
_ HORIZONTAL SECTION
D
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW 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" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: -
16 GAUGE(0.060")MIN.STEEL STUD 910-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7116" ADE 10/10/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" _.
1/8"ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0: REV.:
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2X MIN.SOUTHERN PINE(G=0.55) 48 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET
1.2 5OF5