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FL# 1-16736-112
Application Type Revision
Code Version 2017
FILE U05"OPY
Application Status Approved
P�
Comments
Archived
MAY 2 ')019
Product Manufacturer Custom Window Systems Inc.
ST. E.ucie Count Pe
Address/Phone/Email 1900 SW 44th Avenue
Ocala, Fl-34474
(352) 368-6922 Ext 245
za- kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Ct t
4t Technical Representative Jay Lathrop
-T",
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Montevencle
2'
Address/Phone/Email 1900 SW 44th Ave
2 Ocala, FL 34474
Z (352)368-6922 Ext 221
amonteverde@cws.cc
Category
Windows
Subcategory Horizontal Slider
Compliance Method t: von Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
. El Evaluation Report-Hardcopy Received
.........
;,o Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
at1ET Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist Hardcopy Received
Certificate of Independence -LI-1.6736 R2 COI EvglRQport871(_._adf
Ni a.
Referenced Standard and Year(of Standard) Standard Year
4
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
✓ 3
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I
Florida Building Code Online
z ASTM E1996-09 2009
as 3 PA/TAS 201/202/203 1994
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Equivalence of Product Standards
Certified By
x Sections from the Code
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Product Approval Method Method 1 Option D
s ,
Date Submitted 09/28/2017
1 ; 1 )� � Date Validated 09/29/2017
a
Date Pending FBC Approval 10/03/2017
Yw, k _ Date Approved 12/12/2017
d
` \ � # m ayo Pr dL 11:51''
FL# Model, u
Nr`riberaor.Name'f, Description'
_
lip
16736.1 HS-8200 PVC Horizontal Slider _ HS-8200 PVC Horizontal Slider,'IMPACT, 74"x 63', XO or OX. ,
& iQ
4 Q Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R2 II CWS-871.C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
wk ', Design Pressure: +60/-60. Evaluation Reports
t I Other: Large Missile, 74"x 63", DP+/-60 psf.Outer lite in F 16736 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.
x
"$ W,-
.16736.2 HS-8200 PVC Horizontal Slider HS 8200`P,VC Horizontal Slider,IMPACT;°111'.x 63";"XOX.�
n Limits of,;Use Installation Instructions
Approved for u;6`Jn HVHZ:Yes FLi6 36 'R2�II CW5 869C• '
Approved.;for u`se.outside'HVHZ Yes Verified By': Lucas A 'Turner 58201
Impact Resistant:Yes Created by Independent Third-Party: Yes
1x � , :Design Pressure +60/ 60. ,, EvaluatiomReports ".-
t Other: Large Mlssl�le, 111-'x'63 , DP.!F/.,,60<psf Outer Ilteln," 1736 F AEEv_ajQrt869C Ddf •'
a � � LG:must be safety glazed•'en used above;30 ft:1n.HVHZ. Created�by"Tndependent.Th ird'Pal-ty: Yes
Glass complies toASTWE1300 04
�a r
1
yy Y
y ' v Contact Us:;_2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida :•Privacy Statement::Accessibility Statement::Refund Stat m nt
k8
Y y�, 4 far `q 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
,e 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 emalls 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
Rat 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.,
to •� 141 z � please clic.,.
Product Approval Accepts:
i
' Credit Card.
Yv i �� Safe
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https:Utloridabuiiding.ory,lpripr_app_dtl.aspx?param=NaGE\rXpwtDqu8obl%2117_m6TgPoliLz6ontOd5HABPugYUIX17zF.1rTCXA%3d%3(1[112/2018 11:05:25 A1v1]
URNER1239 Jabara Ave.
1 North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(F{V1.-iZ),XO
or OX 74"x63''unit sire with design pressures of;-/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44'x'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`t'
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/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:
May be used up to the sizes and daylight openings indicated in CWS-871C
a 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
o Requires Kuraray(Dupont) PVB Interlayer per Miami-Dade N.O.A. 16-1117.02'
• Requires Quanex (Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10'
� 1 have evaluated the materials in these NOAs and find that they comply with the requirements of the
6°i Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: l 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 1 intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
�04%
tee�1Htrr?tt
% � �RE w !All
N • I�
: STATE OF .U✓«:
o s 8/29/20.17
'. Lucas A. Turner P.E.
f''1l/ON A\- o� ' FL PE #5$201
_....
-- --_ -._..._._..._........._...__..___._.__...-- —
GENERAL NOTES:
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIPlDS�WSYSTEFIS
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 ---------------- HORZ.SLIDER
4.DESIGN PRESSURE RATING:
33"GLASS DLO 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 Fa—., —w w O p
ASTM E-1300-04e01/09. Z w—jO I—O
w ZOz D_r�F
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 H w§z O W�2
641/4- I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z z Z M Q rfw 0 0
MAX. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O�O U a _F-of
FLANGE B I B ANCHOR CALCULATIONS. 0 Z—j—Z F D W
HEIGHT I Z OZO�z�U--
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q I---LLMC)O LL Z
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT < O w F F O—
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F X F Y 0 z
O
G3' I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O O CC cA O w!n w
MAX. FLYING DEBRIS. W Z w O�m r
UNIT I fL 5!m Q�0��
HEIGHT O I 59 9116' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT iY =r it w�w In
SMASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a r D- Cf IL
i I I HEIGHT *"µ111H1"''
8.SERIES I MODEL DESIGNATION HS-8200. % P�QREW TG�Gi
5813!16- I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: C}'r-�GEfl1S ''_Py
GLASS I 5 X=OPERABLE SASH,O=FIXED SASH
DLO
C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR *'
5 LOCATION. 13% STATE OF
D 11.EXTERNAL WEEP SLOT=114"x 1"LOCATED 4"FROM BOTH ENDS. '
33"GLASS DLO
36 5116"MAX.SASH W IDTH
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
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.........__ ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING —DWG9 REV.:
EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c
ANCHOR SCHEDULE&NOTESES................ SCALE: SHEET
INSTALLATION DETAILS............:..............5 5
1:15 1 OF 5
7 B 7 30 2 WINDOW SYSTEM5
INTERIOR 1900 SW 44TH AVE.
11 17 18 1 1 3 6 OCALA,FLORIDA 34474
WWW.CW S.CC
8200 PVC
HORZ.SLIDER
IMPACT
a a azo <z3:
F ❑WO WWOO
z W-10 �z
W zOz of_-t:
¢ §
41 40 3 12 29 39 Z Z=m<wwoo
O OI-Od<=FW
SECTIONS-B Ua zNNzz�5U)
z 00� --=)U—
AND
11
.....__............._......._.__— NOTE:FIXED LITE AT HEAD a F z 0 z z O u.z
Q AND SILL IS SIMILAR. re ��aO�F�O—
la- G_K/-U)
Z C6
31 W }OO D'rnOW(/7W
U.cn
38 3 of
=~a =WCC WW
EL ~ D
17 17
3s - 32ASd01R1=4,f"T rr'
19 J`�F;• �G E F!s"'•Gin r�
a C" ✓
L1 No 55201 "'�P�
HEAD IMPACT HOOK(TYP.)
4 MIDSPAN OF SASH *7
(ITEMS 35&36) 7/8"OVERALL
1.13% STATE OF .ttt
-1/8"ANNEALED or TEMPERED '�O.T'•.,+i`( Opp•-�����
INTERIOR I ' t
7116"AIRSPACE
I rtrrllH W���
I I 5/16"LAMI
1/8"ANNEALED
ROTARY LOCK(TY .)
43 ONLY ENGAGED
RFOROCE WINDS. =DUPONT PVB INTERLAYER
TO HURRICANE
LOCATED AT THIRD POINTS 1/8"ANNEALED
1g _32 X (ITEM 27) # 43 FUR FECT GLAZE"H" 9/22/2017
13 ? sIKArLEX 552 LUCAS A.TURNER,P.E.
1 g 2 g FL PE#58201
34 41 1 1239 JABARA AVE.
8 a. 11 ,; NORTH PORT,FL 34288
PH.941-380-1574
5 I i 16 SHEET DESCRIPTION:
1/2"GLASS BITE
0 0 0— SECTION VIEWS AND
QUANEX DURASEAL GLAZING DETAIL
4 IG SPACER
DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13
JAMB ROTARY LOCK LOCATIONS
1:20 GLASS TYPE A DWG C: 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
PARTS LIST �---3 7/8' CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 3 10
1H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2" IN(SiDOyNJW/l SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum J OCALA,FLORIDA 34474
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211116" 39/16" 1/16 2Lb
1/16° WWW.CWS.CC
5 H-6048 Main Fr.,SH,w
l Fin.,PVC Mikron PVC 1/16• O
6 H-6050 Sash Meet.Rail,PVCMikron PVC O CORNER WELD
(ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC L 1' 1'8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
10 P-3033 Screen Spring,SS Hudey ` 15
_ 1 15/16' 1 3116'
--�{ 9/1 G° 6 Q Z }i Z
11 P-3113 Screw Support,PVC Team Plastic Rubber r' L
I I p w O w w o o
12 P-3218 Screen Frame Allmelal RollForm _� 4 t0 w Z p z <[--w
^ Qrn�?YO��m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8" 1 518' I�`J 1 518" 1 5116" LL f..w z F-i 2_
14 P-4754 Screen Frame Comer Key Allmelal Nylon ,. `I I z z=0 Q<
1116 IJ 1/16' L 1116' - 1116" FIXED MEETING RAIL O O H 0'j w w o o
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH 1-Z a
16 P-3352 Set.Bik.,85 Dur.,1/8"x 518"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 FVC SASH SIDE RAIL-6051 PVC SASH TOP/BTrd RAIL 6052 PVC FIXED RAIL COVER-6063 OUTER$RAME z 0 Z U Z U
--u.200wZ
17 P-3429 Wstp.,0:270 x.187 back FinSeal,G Ultrafab of I¢0 W-F O-
18 P-3539 #8x314"Square TEK 2 Zinc Fastenal Steel 518' F w CL h y ZO
�- -{ 314"-
19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel -0 3116" T-I /�� 2i E Z Ln w 00 aj
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1• 15/16'I�I 0- w F O nom.00 }/ I� t/16'P-3783 or O O 1-cr�° a z a ul�w
21 P-5250 Spring Lock,Impact,PVC Interlock
22 P-4779 Roller,Tandem M&M Nylon I SASH MTG.RAIL-1497 SASH REINF.-1699
1111#1041
23
y 4- 6"--- � ;-�15116" ��� NORE
23 P-4051 #8 x 1 1/4 Ph FH TEK,Will. Fastenal Steel
24 P 4069 Keeper,Impact,PVC Interlock 7/8 1�6° 314^L- 7116" 1 114" + Ef.SGp�,'
3116"-
;v; No 567'•11 :'P
25 P-4479 Weep Cover w/Flap M&M Nylon J
PLAN VIEW-1999 1/16' #
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel HEAD IMPACT HOOK-1999 7/16'
27 P-4958 Rotary Lock Sullivan Zinc
S.B.RJS.S.R.-1498 ROLLER TRACK-1776 O,•• STATE OF 114
28 P-4952 Keeper,Rotary Lock Sullivan Zinc 03/16,
%��•, t O R 1pP•'�c``
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gc Ultrafab O d 1/4' - �7/8°-j �'�i�S(jNA t eta%
30 P-4633 Barrel Fastener Fastenal Steel 41 I
31 S-1112 Reinforcement,Head Keymark Alum 6° --j 5/8°r 7�r 911E 31
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum -1- 36 1/16"
34
$-1776 Roller Track Keymark Alum 5/L PVC GLAZEBEAD-6064 GLAZE BEAD-1112
1116"
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH.2000 1/2"t 1 1/8"-I a'8'&5/16"x{ 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum II I
37 S-6005 Anti Lift Mikron PVC 16" t/2" �- —1116^3g FL PE#58201 37 LUCAS A.TURNER,P.E.
1116"
38 8-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 7- 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT.6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC t SCREW SUPPORT-3113 NORTH PORT,FL 34288
40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574
41 S-6064 Glazing Bead Mikron PVC 5/16" 1/8" SHEET DESCRIPTION:
42 GLASS SEE SHEET 2 CARDINAL GLASS 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
-
REV.: ---
D4VG:: .:
LINE ITEMCWS-871 C
S NOT USED:
33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 3 OF 5
......_.......__._._.._..T�
WINDOW SYSTEMS
121/2-MAX O.C.(TYP.)— 1900 SW 44TH AVE.
_
6'MAX.(fYP.) I (TYP.) 4"MX( .) 8"MAX.O.C.(NP.) OCALA,FLORIDA 34474
f--3"(NP.) rSEENOTE2 SEE TE2 WWW.CWS.CC
6'MAX.(TYP.) 4'M
1.......__-..._.....................__..........
.._.
INSTALLATION 8200 PVC
ANCHOR(TYP. I I HORZ.SLIDER
I I INSTALLATION
j1 l 1 1 I ANCHOR(TYP.) IMPACT
j I $•
MAX.O.C.
i (TYP.) Q Z � Q Z
�/ Ow
(TYP-)D.C. I Q I I /� i I O I X I 0 R w0j>-0�3 m
Z ZXZ Iwwo=, O OH-0 <XIX
L) UU11-Za1-w n.
0 Z-j-Z H 0 w
3 Q r-?LLm0Ou-Z
1 I I I I <P LLI-mO_
I 1 1 I ~ 00.E> 5O
�: g
N-cow0O-lU1H
a
(L d co
mea
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) *kiO�u,���+
pl'q ••P
��t' No 55207 "•'��
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 114". 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,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 BORAWNBYDATE:
E 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.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,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),FMAlAAMANWDMA 300(EXTERIOR DOORS) 1:20 4 OF 5
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE :V- (91y47J(l�lU/UUV I(\j(')_��✓'(V/�'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
SUBSTRATE BY OTHERS- 114"MAX.SHIM--{ SEE TABLE 1 www.OCALAFLORIDA 34474
f W4VW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST. ''- --
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BY INSTALLER INSTALLATION ANCHOR
-
INSIDE AND OUT SEE TABLE 1 a MIN. HORZ. SLIDER
SEALANT BEHIND 7I SEE TMBEDMENT IMPACT
FLANGE BY INSTALLER L—114"MAX.SHIM
OQ Z QZ�
--"—' 0 PERIMETER SEALANT Z w W 0 Q I'-O w
PERIMETER SEALANT BY INSTALLER W Z O Z wtZi-
BYINSTALLER o INSIDE AND OUT 0 Q to�>_O W 3:m
INSIDE AND OUT -----INSTALLATION ANCHOR Z Z=m Q K W 0 p
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O�O V aQ F F-a
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND ❑ Z-0)Z Z O U)/ FIN BY INSTALLER Z 0 Z U vi Z S U-
a
( B� HORIZONTAL SECTION (C� HORIZONTAL SECTION F- O 0 LL Z
5 TYPICAL JAMB ANCHORAGE S TYPICAL FIN ANCHORAGE 2 Q O H I-h O-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION < W CY F_U) O
W LLcn W fn0 Lu 55 W
FifIL I-
o W�a � W10
1/4'MAX.SHIM a F- d
SEALANT BEHIND
FLANGE BY INSTALLER
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PERIMETER SEALANT �I tiJ`Op?.,�'�G gG�'
BY INSTALLER MIN.EMBEDMENT 5S2101 :'A
INSIDE AND OUT TABLE
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5 TYPICAL SILL ANCHORAGE
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aTABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017r
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1-112" 1-1/8" FL PE#58201
PERIMETER SEALANT— f 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.) 3/16"ELCO ULTRA CON 1" 1" INSIDE AND OUT ^ PH.941-380-1574
Lu � HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" U 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 13/8" 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 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 17W 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.1!4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG
FLANGE 118"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) #8 WOOD SCREW 1-112" 1/2" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 5OF5
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