HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Pagel of 2
BCIS Home Log In f User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff' BCIS Site Map Links #w.Search
Product Approval
F�O�d2
USER:Public User `
RECEIVED
Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL1617 -R2 JAN 10 2019
Application Type Revision
Code Version 2017 $T.Lucie County, Permitting
Application Status Approved
Comments
Archived 7
LE
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 ]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 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
0 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 07/21/2020
Validated By Steven M.Urich,PE
R Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReoort812C.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy... 1/3/2018
Florida Building Code Online Page 2 of 2
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
ummary 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.Ddf
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. FL16177 R2 AE EvalReoort812C.Ddf
Safety glazing required on outer lite above 30 ft.In HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyrinht 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(l),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 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:
Credit Card
Safe
111111111111511
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0y... 1/3/2018
a
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Missile ImpaDrequirements
61 3/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave,-Ocal
Statement of Compliance: This report evaluates the above-listed productirements of FACProduct Approval Rule Chapter 61G20-3.005 (4). This product complies wements of the 6`hEdition(2017)Florida Building Code including the High Velocity Hurricaproduct 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 101/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. 16-1117.02t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t
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.
RE 6v ♦<<�
~� FN
�'�.+•
No 58201 ;-15
G13% STATE OF 14U
10%
9.A't �p 8/29/2017
Nmow
'fy{'`1-4.0�? �'•C� Lucas A. Turner P.E.
r�rSSRONAi` `,,� FL PE #58201
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED v
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. W WW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8'MAX O ANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'0/X'.
51 718'MAX UNIT WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
4711116'GLASS DLO NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER � z Q �
INFILTRATION TEST PRESSURE AND GLASS TABLES ¢ w O
-- -- — ASTM E-1300-04e01l09. z w O ¢[Z w
w zOz of[—:Kw,
63' _ __ 1 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL :Fc W z���
EE
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x m¢x w O O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O r 0,3¢a x,x
FLANGE ANCHOR CALCULATIONS. O z—SO z z F�y_
HEIGHT —
B O 1 B 2613116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ z 0 w z O u 0
1 GLASS NOT REQUIRED. > Q�O w p x 0—
DLO Q mg}yV1=zcj
61 314 I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w Ow N W(n 0 j 0)w
MAX USED AT FIXED MEETING RAIL AND JAMB. a z 2 a. 0 O m
UNIT O wHC Wx >_
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. D x D- u,�wa
a ~
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: %11111)1%
X=OPERABLE SASH,O=FIXED SASH �%0 OREW1j��i�
3303/3/16" 1 1 26718 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR V?:"��OE�`SF••�y'�
SASH 1 GLASS LOCATION. No 58201 t
HEIGHT 1 DLO .
g 11.EXTERNAL WEEP SLOT=1/4"x 1-114"LOCATED 4•FROM BOTH ENDS. _
6 6. •2
*P STATE OF .W�
6 A
7451116' �Z
GLASS DLO
48 3/8' 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 DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG n: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a azo
wt—
W Won F-zw
LL
F-LU Z F-5 x
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Z 2 x 2 Q x w p O
O. Or-OLjax�-x
118"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED Z V)N Z Z I~-(n y
7/16"AIRSPACE - 7/16'AIRSPACE Q O Z LL�_Z=O I Z
5116'LAMINATED GLASS 5116'LAMINATED GLASS it 2 Q O-~1=O
1/8'ANNEALED 118"ANNEALED W O O t}/J W y W
LL W
.090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT a0 W H O d Ox lz lz}
1/8"ANNEALED 1/8"ANNEALED d H a � a
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
47 URFECT GLAZE OR SIKAFLEX 552
4 PURFECT GLAZE"H'OR SIKAFLEX 552
No 58201 yc-P
14 1/2'GLASS BITE 14 1/2"GLASS BITE :k
i
48 48 "6
$9' STATE OF :46W
3
1 12
O
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 0: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE. SHEET
1:1 2 OF 6
INTERIOR
QStEMSffl
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W WW.CW S.CC
45 3 7 53 1 38 13 3 3 4 45
8100 PVC
0
® _ SINGLE HUNG
IMPACT
0
45
Q z ¢Z�
a F Ew0 WWWOW
1 W Zoz m~Zf"
0 QV)->-0w
14 3 Z ZSmawwo_
3 14 54 14 6 66 63 19 4 O Oho UQ=O�
SECTION B-B a z-U)Z EL Z H�vLLi
Z 0(9=1 OO—
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ F- w 2 p O LLZ
RIGHT SIDE SHOWS SASH SECTION VIEW. <�'O Of Fw..F-m z—
w O0D.�U)owww
LL U)w OJ(AF
14 O WHO dOS
39 a of
a.. w�W
ao
a
8
1
3,
INTERIOR ,•OQr?'��Op1�sE
9 G
48 No 55201
6 8
��� STATE OF ;�kr`
°;" :4 O A 1C P
1a
ONA
53
g 10
s6 r/
6 3 z f-
3 n 3 9/22/2017
18 U 6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
O
PH.941-380-1574
SHEET DESCRIPTION:
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 3OF6
PARTS LIST FRAME CORNER y
ITEM -60 Vi
DESCRIPTION VENDOR MATERIAL CONSTRUCTION (( 71/7(Ca //J)fK1�•
1 H-60 Main Fr.,SH,w/Fig.,PVC,Head Mikron nyl 3 1/6 `vll�N7[xIvUUCi
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl ki'l, WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 23/1
6' 1900 SW 44TH AVE.
2 OCALA,FLORIDA 34494
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 3 7 g WWW.CWS.CC
6 5-1577 Impact Hook Keymark Alum 4 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16' 1 9 H-1497 Reinf.Sash Meet.Rail Keymark Alumfth 1/16" ,,18100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl o C(ALLSIDES)D
12 H•6004 Sash Side/Top/Bot.Rail Mikron Vinyl ( 1:8 SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ Z Q Z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl H p W O a w o p
1 1/2'
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 13/16 3 w Z O Z WME
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 1 1 o LL I--w Z O� _
24 P-2190 Balance BSI 9/16 Z Z 2 2¢m W O O
25 P-3059 Sash Cam,
BSI
26 P-3046 Take out clip BSI PISS'c } 1/16• FIXED MEETING RAIL p Z y I--?Z F~-7 U)
1 5!8' 2 1!8' 1/16'
P-3783 Lock,Impact,PVC Interlock - SCREWED TOGETHER WITH Z OLD::)1--Do-
27 1/16" OUTERFRAME Q �?LL g 0 O LL Z
28 P-4069 Keeper,Impact,PVC Interlock Zamac REINF.,IMPACT HOOK-1112 1.a >- <�O Lu E F-O
30 P-3215 Weep Cover w/Flap Gaer Plastic F O U)? ZO
32 P-3429 WStp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W LL rn W rA J F
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=LL 0 O-u1
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel -151 9116' O = 0 W=cc U,
39 P4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1I2' 1 1/a^-{ 5/16^ 1 1/a•y a r D m a-
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0
���ulUlyl
44 P-3342 Seam Sealer,SM-5504 Schnee 7!9' 1918 1 5n6 19 +`'++1 gOREw
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1—,/,g• �5" T 1/11 ��``�.••'GEtY
47 P U38 Sikaflex 552 or Purfect Glaze^H" Sika/Henkel 1/16' `z- %N S$'••a
48 P�352 Set.Blk.,85 Dur.,118"X 5/8"X 2"Lg. F. Hen Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �..: No 58201
51 P-3881 Temporary Lbl.(NFRC/DP)
% lCL�
52 P-3613 CWS Lbl.(logo) Pro Label 34' 518 V:
,/q• '9: STATE OF
53 Sash SEE SHEET GLASS 314" r O . •<vC
54 Fixed SEE SHEET2 GLASS 3176 3 9 ,q
56 P-3281 Spacer Duraseal 13 15/16" 1116^ 11 1/16" 7/}. ,`'i4S/rOrp A�T 11-%`
-F+1/16.
- ,
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1N6 1—lV�' �LLL���
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1490 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettenue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
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 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73• S-1112 Reinforcement,Impact Hock Keymark Alum NORTH PORT,FL 34288
74 P�541 #8 x 1/Y,Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16" 112" 71SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6 5 3116' �_3"—�1 BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7T p 70
1116"
SCREW SUPPORT-3113 DRAWN BY: DATE:
{
IMPACT HOOK BAT 06/18/12
S-1577 DWG 0: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALe SHEET
_ 1:2 40F6
C6-MAX(TYP.)
(TYP.)i:� 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
101/2' I 1
MAX.O.C. SINGLE HUNG
(TYP') IMPACT
.� O INSTALLATION
ANCHOR(TYP.)
ti I Q O z0o
O ZtOi1Z}OFr3:m
LL FF--W�ZF-3:g2
{T-- ---�mTCRAIL O OF=-O¢QWOo
"(TYP.)J 0 00v~iZ°'F-Wa
I 1 OZ O-ZF- DW
I I Q OZOujZ =VO
>_ Q�0W0=0z
MAX
101 C. a 01,of>-oWmw
(TYP.) ¢if. Z 2 ti w O
I I 0 WF-w. W2L�
a a
of 0-
a
`10�to`REW
W
4-(TYP.) NO ANCHORS REQUIRED IN SILL .' No 56201
ANCHOR LAYOUT-(FLANGE)
^9; STATE OF :.k
OIOTES:
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. Z
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 DESCRIPTION:
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 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:
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 tt: 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/AAMNV
A 200(FLANGE WINDOWS), FMADMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE ❑/'1(�
MIN.EMBEDMENT WINDOW SYSTEMS J
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 1l4'MAX SHIM SEE TABLE 1 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
UBSTRATE BY OTHERS � WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
NSIDEAND OUT BY NSTALLER SEETABLEI SINGLE HUNG
SEALANT BEHIND INSTALLATION ANCHOR IMPACT
SEE TABLE 1
FLANGE BY INSTALLER 1/4"MAX SHIM
Q � ¢Zp
W zoz c z
0 Qw3:>-0 '?.E
PERIMETER SEALANT LL h W Z F-gy m_
BY INSTALLER Z Z=M¢�w 0 0
O OI-0 ¢=F�
INSTALLATION ANCHOR INSIDE AND OUT O O U)�Z 4-F OJ U.
SEE TABLE 1 SEALANT BEHIND O z 0—Z F Z)m
FLANGE BY INSTALLER Q O_Z 0 a)Z O LL U
> <�Ow0=OZ
CONTINUOUS DOUBLE 3/16'BEADS OF / B ` HORIZONTAL SECTION ¢ y F- O
6 TYPICAL JAMB ANCHORAGE F-
TREMGLAZE U1600 SEALANT AROUND w O 0 d W o w to w
PERIMETER AT ALL INDICATED POINTS Fr Z W O�D1 H
BETWEEN FRAME AND BUCK BY INSTALLER. D. 2 4. K O U)
0 wf-0 Q_a:
1/4"MAX.SHIM d F- D. rw�'w
SEALANT BEHIND
FLANGE BY INSTALLER 0"gO`REVv
PERIMETER SEALANT �•�`CENSFG'P''�i
MIN.EMBEDMENT v C• No 56201 •'�-P
IN INSTALLER SEE TABLE 1 =
INSIDE AND OUT
SUBSTRATE BY OTHERS—/ • STATE OF �u
SEE TABLE I �iF •�OR1V.•'���
SEE TABLEDIST.
(�A1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE yy
a 9122/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATETYPE ANCHOR TYPE AIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16°ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" (—C"\ HORIZONTAL SECTION SHEET DESCRIPTION:
BOX FRAME INSTALLATION
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2XMIN.SOUTHERN PINE(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")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV_
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.. CWS-812 C
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 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