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Product ADoroval Menu>Product or ADDIIcation Search>ADDlicatlon Ust>Application Detail
A, 'k FL# FL1617 -112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived El
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 k14Single Hung
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 KeystoneCertifications,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 EvalReport812C.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/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=wGEVXQwtDgvyf4ngAXhlOy... 1/3/2018
r 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
.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 rI 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 EvaIReDOrt812C.Ddf
Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
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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.Copyright 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0y... 1/3/2018
i
URNER1239 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 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 61G20-3.005 (4). This product complies with the requirements of the 6th
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
4) 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-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, 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. 16-1117.021
• Requires Quanex(Mikron)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
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.
`i,���ltl�►rr'�f
`�`►���,�iC7 REE�V 9e
* : = z�
�•� STATE OF t 4U
8/29/2017
.��Qfi•r•����1���4`��'`� Lucas A. Turner P.E.
FL PE#58201
/y
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �(TNIll/N(�1
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. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX P3T.BALLEL614GE 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 ¢ z Q z
-- -- - INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. Z W�OO a W-W
w zOz ����
63' _ __ I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 0 F W�Z 0 3
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z 2 z�W mO O
OVERALL I I DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O�0 cj¢x r m
HEIGHT GE ANCHOR CALCULATIONS. 0 Z��z Z F cn N
B O I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 4 ��7 z O g z 0 LL U
DLO
GLASS NOT REQUIRED. >
<Q O FW-F O F_=-0 Z
zui
Of 0
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ~ O o }O 3rO m
61 MAY," I 1 USED AT FIXED MEETING RAIL AND JAMB. a z=a 0 c
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100.LINT � _~a w
D D-
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �uuUi�
X=OPERABLE SASH,0=FIXED SASH
I V
P.....
X03/16' I /8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR A.�VPyy.........
G EtVS fi Gp2i��
SASH `, ISS LOCATION. t" No 58261 P
HEIGHT X I =..
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
1) STATE OF �r���F•A-.......%
A A
s
451/16" �^L
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
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNITS IZE IMPACT RATING
SECTION VIEWS.................................3 RATING - DWG tt: REV_
EXTRUSIONS&B.O.M.......................A � � CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8 x 61-3/4 +/-70 PSF LARGE MISSILE IMPACT
scALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSTEP95
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a Z aZ3:
ZWwo cawoci
w zOZ
O
LL F-W ZI-3:25!
7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Z z=m Q K w O p
O QF-06<<=�m
1/8'ANNEALED OR TEMPERED 1/8•ANNEALED OR TEMPERED O z U7 y z z F U)D.
-':1 to
7/16"AIRSPACE 7/16'AIRSPACE Q -O Z W U)ZO=O LL Z
5/16"LAMINATED GLASS 5116'LAMINATED GLASS Of <fig^O W F f-z
ui
1/8"ANNEALED 1/8"ANNEALED W OW
W owW
!n J
.090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT a Z=°' Of O�co
p wFw EL a:
1/8'ANNEALED 1!8'ANNEALED d F- d � d ul
QUANEX DURASEAL QUANEX DURASEAL tt1 tpREtr` tti
IG SPACER IG SPACER ttt wq
4 PURFECT GLAZE'H"OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 '��,ay��''C.....Pq!'��
14 1/2
.GLASS BITE 112GLASS BITE v' No 58201
14 '
" 48 48 9� STATE OF
3 �ct� �O..1..
1 12
0
ZZ
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 2411.3.3.11 scALE: SHEET
1:1 2OF6
INTERIOR
QMtEM03
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 3 53 1 38 13 3 3 4 45
8100 PVC
D ® SINGLE HUNG
IMPACT
0
4 Q z � QZ�:
W�o Ill
0 0 ow0 Qwpo
14 I 3 Z Z=m Q K w O_
3 14 54 14 6 66 63 19 4 0 OF-O0Q=F-�
SECTION B-B 0 Z��z Z F
z O Z O Z -0-
54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ �—tL 2 0 O LL Z
RIGHT SIDE SHOWS SASH SECTION VIEW. re ¢ 0 w r=O_
�a � F=z
W p0�ai 0w U)w
LL W 0�(A F-
of 0
14 LLI 0
39 D: =~dK�wy
D. F- D.
40
e
-.%0
,P giOREW.
1 INTERIOR �6P ��C E til SF.,Qyii
48 �.' No 56201 '�P:
6 6 �90� STATE OF •:��!`
14 53
65 10
66 y
3 3 9/22/2017
18 6 LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEWS
SECTION A-A
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV--
CWS-812 C
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20,25-26,36-37,44,5152,55-56,64,67-68 scr�E: SHEET
1:2 30176
PARTS LIST FRAME CORNER
aMEMSffl
REM PART# DESCRIPTIONVENDOR MATERIAL 31/6' CONSTRUCTION1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 0
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl
1 23/16' 1900 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 2 I OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 3 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 21'/16' 1 EW
'516'9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16 1/16• 8100 PVC
CORNER W ELD10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl (ALL SIDES) SINGLE HUNG
12 H-6004 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 ¢z�
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl Lu
1 1/2• ~ O W O ¢w o
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 13116'— 3 w z O z W-z t
23 H-1699 Reinforcement,SBR Keymark Alum 7/8^ o LL H W�z O of
24 P-2190 Balance BSI 9/16 t z z=M¢0_W O O
O 0E-0d<=F.W
25 P3059 Sash Cam,PVC BSI Plastic 3 v v m U) a I— a
26 P3046 Take Out Clip BSI SS 1/16^ 2118' 1116 SCREWED TOGETH R WITH FIXED MEETING RA L U)
z O(7 O Z z D U-
27 P3783 Lock,Impact,PVC Interlock 1116" OUTERFRAME ¢ z U 2 z O u-U
28 P4069 Keeper,Impact,PVC Interlock Zamac 1:6 < O w p F=-Z z
Flap REINF.,IMPACT HOOK-1112 H O Q W
30 P3215 Weep'Co�erw/Fla Geer Plastic ¢ N U vi
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w u- W rn 0 W 0)Lu
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a z=a. O O
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 9116' 1 /8. � =~ w W
39 P4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112° 't/s• 5118• a ~ a = a
40 P4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City SteelTD 1116
��puru+
44 P3342 Seam Sealer,SM 5504 Schnee 7/LF 18 1 5116' 045• r 9 ''Pr1CREW TG����i'
45 P3752 Cap Plug,1/2"Hole M&M Nylon 1/16' 1/16" ��GPS•�� SF•.�Py
47 P3438 Sikaflex 552 or Purfect Glaze°H° Sika/Henkel 1 +`J
48 P3352 Set.Blk.,85 Dur.,1/8"x5/8"x 2"Lg. F.Lowe Rubber PVC sash STOP-6025
PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201
51 P-3881 Temporary Lbl.(NFRC/DP) '
52 P3613 CWS Lbl.(logo) Pro Label 3!4" 5!8" 114• I �9; STATE
53 Sash SEESHEET2 GLASS 3!4" 3 I O".
54 Fixed SEESHEET2 GLASS 3116'r L— ,— 2 t4 '��c •=clOpipP•`���`
T 13 15/16' 1• I�(jll�l�il�` (_9) 718• /ON
56 56 P-3281 Spacer Duraseal
62 P3218 Screen Frame,Horiz. Allmetal Alum 1/16
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 P3321 Screen Frame Comer Key Allmetal Plastic
65 P3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass yr�
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
67 P3029 Screen Pull Tab Summit Alum 9/22/2017
68 P3033 Screen Spring,SS Fl.Screen SS
70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 03/16' 1239 FL JA 58201
71 AA AVE.
72 S-6063 Co%er,Fixed Rail Mikron Vinyl p
NORTH PORT,FIL
73 S-1112 Reinforceent,Impact Hook Keymark Alum -1
m 34288
PH.941-380-1574
T_ P3541 #8 x 1/2°,Pan Head,TEK Fastenal Steel
1 5116" 1/2SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5" 3116
5,7,11,15-17,21-22,29,31,33-36,4143,46,49-50,55,57-61,69 6 3' BOM BOM AND EXTRUSIONS
718" 1/16°
j SCREW SUPPORT-3113 DRAWNBY: DATE:
BAT 06!18/12
IMPACT HOOK
S-1577 .. _ _ _ DWGii: REW
CWS-812 C
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
1:2 40176
WI�(lIU6v(4l(//EMS
6"MAX.(TYP.) 117"MAX.O.C.(TYP.)
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
WWW.CWS.CC
SEE NOTE 2 8100 PVC
10 MAX.O.C. I I SINGLE HUNG
(TMP') IMPACT
0—INSTALLATION
ANCHOR(T/P.)
I Q QZO
(/1 W ci
O ZO�}?
Q0O E3;ai
LL F-w
---�hITG RAIL Z Z x M Q W W O O
O 0 QxF O�
v O(nZa F-(na
"(TMP.) 0 Z-�-ZF-DW
I I Z O0, --jO-
I I Q F-- . 0OLLZ
>- Q,�, OwF_mO—
of
101/72' /\ W O"LU(na W(nW
MAX O.C. of Z�W O-1OF-
(TYP.) a x n. w O�co
I O W F-O W Wr
w
ttttotubuo
�ap t
F....... TG�i�y
4"(TYP,) -- -- -- �^ �C E tV SF�.�gi,`i
4"(TYP.) NO ANCHORS REQUIRED IN SILL—i ' No 58201
ANCHOR LAYOUT-(FLANGE) :9 STATE DF
'.��l
NOTES: telli �0,`1
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 ;4zCONSTRUCTED 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.
8201
BE PROTECTED TO PREVENT REACTION. FL # A
JA
1239BARA AVE.A
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 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:
BAT 06/18/12
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 n: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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), FMAfWDMA 250(BOX WINDOWS),FMA/AAMAWDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
1
TYPICAL HEAD ANCHORAGE �""�
MIN.EMBEDMENTUBSTVVINDObV SYSTEMS LL%J
TE
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS
SEE TABLE 1 114"MAX SHIM SEE TABLE 1 OCALAA, 44TH AVE,
L CAFLORIDA 34474
UBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST. 8�OO PVC
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BY INSTALLER
INSIDE AND OUT INSTALLATIONSINGLE HUNG
SEALANT BEHIND
C� SEETABLE1ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
Q Z ¢Z�
a H OWO Wwoci
Z W. m
W ZOZ 0__ZIW
Q aU }Oof m
PERIMETER SEALANT LL F-W
BYINSTALLER Z Z 2 m¢ W O Q
O OF-O �=Ffo�
INSIDE AND OUT U U U F-V a F-(n D.
INSTALLATION ANCHOR SEALANT BEHIND O Z 7 Z Z F- cn
SEE TABLE 1 FLANGE BY INSTALLER Q O Z U U Z LL U
} Q§LLQW020Z
CONTINUOBEADS
g HORIZONTAL SECTION of 2 Q F-~F-Z
TREMGLAZE U11600 SEALUS DOUBLE ANT AROUND 6 TYPICAL JAMB ANCHORAGE W 0 of O co O W vl W
PERIMETER AT ALL INDICATED POINTS 2, Z LL N'L O_j m I-
a-FRAME AND BUCK BY INSTALLER. LLO W F-Q a OS }
a F a Wu�am
114"MAX.SHIM
SEALANT BEHIND
FLANGE BY INSTALLER fft��� PN�REW t tttr
N5
PERIMETER SEALANT �Qp� fi.,�Qt��
BY INSTALLER MIN.EMBEDMENT v: No 58201 :�P
INSIDE AND OUT SEETABLEI g*� * ;*
;%9o% STATE OF :amu-
SUBSTRATE BYOTHERS r�'�fi•,p( QP:'�'�`�
SEE TABLE 1 DGDIST. �rry3g+ •O R. r1Q�'`�
q VERTICAL SECTION SEE TABLE
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE JANCHOR TYPE IN.EMBEDMENT Ml§EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" -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 -
C HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 718'
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:
BAT 06/18/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG REV.:
(33 KSI YIELD MIN) - TEK$SELF-DRILLING,SCREW TRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. -
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1.2 60F6