HomeMy WebLinkAboutProduct Approvals - windows PRODUCT APPROVAL NUMBER:
FL #16177.1
OPENING IDENTIFICATIONS:
6. SH
7. SH
10. SH
1/4/2018 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL16177-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived D
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
(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 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O 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
CJ Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.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
Equivalence of Product Standards
Certified By
https:/Avww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
1/4/2018 Florida Building Code Online
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
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+70/-70 Evaluation Reports
Other:SH-8100 PVC Impact,no sill anchors required. Safety FL16177 R2 AE EvalReport812C.Ddf
glazing required on outer lite above 30 ft.in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
Back INeut
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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
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
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 here.
Product Approval Accepts:
® eChect.
j `-Credit`_Card
:Safe
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%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 812C
August 29, 2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 6`b
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-812C, signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3815-1A, -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, 1996-02/04/06/09,and AAMA/WDMA/CSA 10l/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(Milron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 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 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.
kAOREV I'%
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NOW
Lucas No 58201
Turner
2017-08-30
STATE OF 4V
16:11+20:00 ,A'� o n t �., 8/29/2017
'�C�� �* Lucas A. Turner, P.E.
���'Sils
f0NA y ti+'�`� FL PE#58201
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: �/1' myx
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED (IWVIN(7DDO,/W 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)
53 1/8'MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:°O/X°.
517/8"MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _j Z Q 3
INFILTRATION TEST PRESSURE AND GLASS TABLES F p w o w 0 0
-- ASTM E-1300-04e01/09. z w-J❑ Q�:O w
w zOz W_�t=
63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F co Z I-
MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=2¢D'w O O
OVERALL I FI DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O H O�-< F D:
FLANGE ANCHOR CALCULATIONS. 00 Z in z z �EL
HEIGHT O
B I B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE C F z U 2 z O D-0
GLASS NOT REQUIRED. Z <3 O F-m 0 z
I I DLO F � =z
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw 0 0 w rn o w 0)w
8613/4" I I USED AT FIXED MEETING RAIL AND JAMB. acc LL z=a 0 p w P
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. � x~w w 3:w
o a
9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,0=FIXED SASH
DREW ��
.� ii
�wP..........TCI iii
330313/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR N F
jGP.y�O E .,f'Qy'
26 7/8' '
`, GLASS LOCATION. Sv No 58201 '.'0
HEIGHT X DLO
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
I I C Q STATE OF :W
I I
6 F (O R.Q
I '0"'/SS/ONA;
__ --- LucasTurne
6 q r
461116" 2017-09-22
GLASS DLO
48 3/8° 13:36-04:00 9/22/2017
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 c
ANCHOR SCHEDULE&NOTES.........6 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
ce®f
WINDOW SYSYEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
a z3 azo
I -owo W<WoW
O zd2 O�Zm
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS ZO ZO Q Q w O 00,
1/8'ANNEALED OR TEMPERED 1/8°ANNEALED OR TEMPERED O V W Z o_ a
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7/16'AIRSPACE 7/16'AIRSPACE 4 P z LL m 070'Z
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5/16'LAMINATED GLASS 5/16'LAMINATED GLASS C Z
1/8'ANNEALED 1/8'ANNEALED w co o w N W
w ZX'a OJmI-
.090'PVB INTERLAYER BY DUPONT .090°PVB INTERLAYER BY DUPONT a.O w=O W
1 /8'ANNEALED 1/6'ANNEALED a D- D:3t a
QUANEX DURASEAL QUANEX DURASEAL ��iuuur�
IG SPACER IG SPACER
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47 PURFECT GLAZE"H"OR SIKAFLEX 552
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t No 58201
141/2'GLASS BRE Z- 4
1/2'GLASS BITE
• 48
.90; STATE OF :�4/Z
R.O P
1 1 MA1 ENc?,.
0
FIXED LITE SASH LITE 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:
BAT 06/18/12
DWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSq'EP7S
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
W W W.CWS.CC
45 3 53 12 38 13 3 3 4 45
8100 PVC
0 ® 1 SINGLE HUNG
IMPACT
0
45 Q Z 3 aZ3
a F mW0 ¢Wood
1 W z0? M.
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14 3 Z Z 2 2Zi--3:2E
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RIGHT SIDE SHOWS SASH SECTION VIEW. w 3}O}r Z
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1a
53 ss.'ONA
65 10
ss
6 32
3 3 9/22/2017
1a s
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
D
PH.941-380-1574
SHEET DESCRPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
12 30F6
PARTS LIST FRAME CORNER /�
REM -6031 DESCRIPTION VENDOR MATERIAL CONSTRUCTION Il Tl/7(C+9//nTlfyf]'�/d(/Lf
1 H�031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 31/8" V-(1Qf'lil1CYW/UL/lJ�I�\O��/JIJ
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 115/16' 2 3/16" WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE.
2 OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R Jb. Mikron Vinyl 3 s WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 I� 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16° 15/8. `-J 1 518•
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16• I L I 1/16• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L jJ 1116' CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6OD4 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ Z 3 Q Z 3
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2° F p w O (Ow O O
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 w Lu-10
Z Z F_
LU
1 3/16°
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' o a a) y O w 3 m
1 1 u- I.-Lu ZF-3i2=
24 P-2190 Balance BSI 9/1 s° Z Z x 2 Q t w O O
1111 11 o OF O Q=
25 P3059 Sash Cam,PVC BSI Plastic fI�I L� 3 0 x I-
26 P3046 Take Out Clip BSI SS u O• 15/8 f'I 2 1/8" 1/16" FIXED MEETING RAIL p Z-N Z Z F 7
27 P-3783 Lock,Impact,PVC interlock 1/16 f1 SCREWEDOU TOGETHER ER WITH Z O O 0 C 7 0-
28 P-0069 Keeper,Impact,PVC Interlock Zamac llll 1N6' OUTE1:8 Q <?LL O LL
Z
REINF.,IMPACT HOOK-1112 1:8 �'O F-C Z-
30 P-3215 Wee Co�erw/Fla Gaer Plastic Q U of
32 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w OLL O O w fA w
37 P-0638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=d W O
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16"- 0w 1-0 0. co
w W
39 P 4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8°-{ I o f a a
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel p I 5/16•
tiltllul�l��
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' 19 1 5N 6° 19 ,,�p��PN()REbV T11��,
45 P3752 Cap Plug,1/2"Hole M&M Nylon 1/16• 045°
47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16" 1/16' :Gp`P,.��CENSF
48 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �; No SB201 t
51 P-3881 Temporary Lbl.(NFRC/DP) ^ro * ¢=
52 P-3613 CWS Lbl.(logo) Pro Label 3/4^'�`� 518 - 9 STATE OF .W:
53 Sash SEE SHEET2 GLASS 3/16° I 3/4" 1/4 -� f` '�0�. ,c •7u"
54 Fixed SEE SHEET2 GLASS y �—f I 14 �4�@`S'•...........
R �a.•�
56 P-3281 Spacer Duraseal 13 15/11 6' 'i 7/�• �
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1_�VI/16�
L
63 P3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Caner Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r
67 P-3029 Screen Pull Tab Summit Alum
9/22/2017
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116° FL PE#58201
72 S-6063 Coker,Fixed Rail Mikron Vinyl 101O 1239 JABARA AVE.
73 5-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT, 34288
74 P3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380--11 574
1 5/16° 1/2• SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5. 3/1s° L
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,571,69 :]r
BOM AND EXTRUSIONS
7//° " r= D
T_
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4 OF 6
cuag®m'
6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6•MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2
101/2° , , 8100 PVC
MAX O.C. SINGLE HUNG
') IMPACT
i-- O INSTALLATION
ANCHOORR(TYP.)
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I I F ow0 p
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MAXw LL 00�w=OW�W
1X O.C.O.
(TYP.) a 2 d K O
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I
4°(TYP.) NO ANCHORS REQUIRED IN SILL z�: No 58201 :-A
ANCHOR LAYOUT-(FLANGE)
�%13'. STATE OF :�4/`
�F � O R 10 °��:♦
NOTES: 41 /ONA;ENCS,♦
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
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.
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.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
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 6. PH.941-380-1574
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. SHEET DESCRFTIDN:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
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:W FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY. DATE:
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. BAT 06/18/12
DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15
50F6
TYPICAL HEAD ANCHORAGE �y(y(yp�J�® •(/()�j�
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8�OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLASINGLE HUNG
SEALANT BEHIND C� SEE TABLETIMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
Q Z 3: aZ�
o z oWo aWOW
Qo Q zwZ oWZm
PERIMETER SEALANT IL �W Z H3:2 2
BYINSTALLER Z Z=m¢w W O O
INSTALLATION ANCHOR INSIDE AND OUT U U N�Z d F 6 d
SEE TABLE 1 SEALANT BEHIND o Z O Z Z r 7 U
FLANGE BY INSTALLER Z U U)Z U U
� Q 3 0 w-=0?
CONTINUOUS DOUBLE 3/16°BEADS OF / 0 1 HORIZONTAL SECTION Q w y}0 O
Q TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W OLL O�to a W�W
PERIMETER AT ALL INDICATED POINTS Z W O o m H
BETWEEN FRAME AND BUCK BY INSTALLER. 2 0_ 0:O to
D.
O WF IL
1/4"MAX SHIM d D- =3 d
SEALANT B
FLANGE BYEHIND INSTALLER ,,, N`p1DRE �i
W �
PERIMETER SEALANT :Ci .��C EN,g41 G'Qytn,
BYINSTALLER MIN.EMBEDMENT
SEE TABLE 1 No 58201
INSIDE AND OUT
V. STATE OF .W�
SUBSTRATE BY OTHERS "O"p"°,+� =
SEE TABLE 1 MIN EDGE
DIST. ,,iss(�MA
SEE E
qVERTICAL SECTION
6 TYPICAL SILL ANCHORAGE yy�
9/22/2017
TABLE 1:APPROVED LATION FASTENERS LUCAS A.TURNER,P.E.
58201
ANCHORTYPE MIN.EMBEDME FL #RAA
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MW.) 3/16"ITW TAPCON 1-1/2" 1-1/8" > BYINSTALLER NORTH PORT,FL 34288
HOLLO INSIDE AND OUT HORIZONTAL SECTION t� PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16°ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM 690) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16°ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN FINE(G=0.55) 1-3/8" 7/8°
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MW.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
7/16„ -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6