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Product Approval
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Product ADDroval Menti>ProOuct Or AODIIcation Search>Application List>Application Detail
F FL# L16177 112
r Application Type Revision
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 )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
❑ 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
93 Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReuort812C.ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/1.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
http://www.floc-idabtil iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10... 12/14/2017
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.
Limt s of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R2 If CWS-812C•Odf
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 Nezt
Contact Us::2601 Blair Stone Road, Phone:850.4874824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accesslbillty Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall 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:
rM P. WON _,_-ti M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQNkgDgvyf4iigAXii 10... 12/14/2017
�.J Rj�!r E 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULnNG,INC. FBPE C.O.A.429779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 61 3/4"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 61 G20-3.005(4). This product complies with the requirements of the 6`h
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 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-.09OPVB-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
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`b 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.
Lucas Js No 58201 •':fii'�
Turner
2017-08-30 =
STATE OF ��Z
16-11+20-00 = '• �'.� 8/29/2017
, •� C?��.`, Lucas A. Turner,P.E.
�!''�S;oNA;4%N'��' FL PE#58201
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED "
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, VJWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 118"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X'. SINGLE HUNG
51 7/8"MAX.UNIT WIDTH
4.DESIGN PRESSURE RATING: IMPACT
47 11116"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01109.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z
INFILTRATION TEST PRESSURE AND GLASS TABLES < O w U w woo
p
4e
-- -- - ASTM E-1300-001109. w0 z
Lu ZO? <rzLu
Do
63" __ _ 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED - a W �3 3
MAX - -- T FIN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR Z x 2¢ w O O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O 1-O U M'w
FLANGE ANCHOR CALCULATIONS. p z N Z Z I~-7 Ln
HEIGHT O pL00u)-:U-
B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ r LL,2p O`L z
I pLp� NOT REQUIRED. Q �p�L1 U F O
i5 001=»�s�
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o K w a w/n w
61 3/4- I I USED AT FIXED MEETING RAIL AND JAMB. d Z=d of JO CO V)
MAX. 0- w F-O G.3: N
HEIGHT 8.SERIES/UNIT MODEL DESIGNATION SH-8100. 0, rz- d it a
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,��p�nungrr
X=OPERABLE SASH,0=FIXED SASH
303116" I Ip.. �GENg'•.•Q
MAX 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR G F •,Z�y
SASH " I GLASS LOCATION. No 58201 :9
HEIGHT ,Y` DLO #
g 11.EXTERNAL WEEP SLOT=1/4"x 1-114"LOCATED 4"FROM BOTH ENDS.
cr
6 13STATE OF0.
`W
1 ^ I 1 6 i�F• t O R 10'0\��.
1 'rurin.. mil
--�-- - LucasTurne
B A r
A
451,16• 2017-09-22 ;z7—
GLASS DLO 13:36-04:00 9/22/2017
48 3/8"
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 DWGN REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x61-3/4" +/-70PSF LARGE MISSILE IMPACT sc
SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
WI�®EMS
1900 SW 44TH AVE,
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a z � azo
P owo awoW
Z W J
o Zl0
nzyy.Oa3[n
lL Fa-w�ZH��2
71V OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS Z Z=2 Z d�O 0
O OHO
1/8ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED Z Z 6 7 7 z�U 0
7/16"AIRSPACE 7116"AIRSPACE } 1- LL�O O=LLL Z
5116 'LAMINATED GLASS 5116"LAMINATED GLASS Q w U F z
~ O O K 0O w 0
1/8"ANNEALED 118`ANNEALED LL w
D. OJw
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 0 w0 w= y
1/8"ANNEALED 118'ANNEALED 0. a w 3 a
OURASEA
QUS EX RURASEAL 4 PURFEECT GLAZE'HL OR SIKAFLEX 552 �`°�PlSO.RE W 10
4 PURFECT GLAZE'W OR SIKAFLEX 552
Jt N. 58201 :9
iq 112"GLASS BITE 1 1/2"GLASS SITE
48 48 9 STATE OF 'W:
9 S:.........O R 1a��;.
i D
i .............NA %%
1
9122/2017
FIXED LITE SASH LITE
LUCAS A.TURNER,P.E.
FL PE#56201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN Y: DATE:
BAT 06118/12
DWG 01. REV,:
CWS-812 C
SETTING BLOCKS�PEBC 413SCALE SHEET
1:1 2 OF 6
INTERIOR WI�EMS
1900 SW 44TH AVE,
OCALA.FLORIDA 34474
4 3 53 1 13 3 4 WWW.CWS.CC
8100 PVC
° ® SINGLE HUNG
4
IMPACT
1 0 O _ z 3 ¢Z3
owo Awa
to o Rw° 0M3m
LL 1-w �3m=
J 1 5 1 19 4 O O Q V Q=
54 SECTIONSB o Z�?ZZl-jN
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, �Z U z=O LL U
RIGHT SIDE SHOWS SASH SECTION VIEW. �q 3—,Mo F F O z
0��»30�
_ wv�owinWIy�
11 99 it �2d (fO�t~
40 O w~w W 0 co
e D a Lu3w
D.
INTERIOR ?`PUOREV.,
s
48
SH2O1
N.
ov`
• STATE OF ;CO
:O•t:• ,c` r•:',rte:
%c�`5••
on
to 53 11S/0NA„�a��`.
6 10
68
3 n 3, f-
,9 4! U
L]I 5 9/2712017
2 4 LUCAS A.TURNER,P.E.
FL PE#58201
3 1239 JABARA AVE.
30
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESC I TION:
SECTION A-A
SECTION VIEWS
DRAWN BY_
DATE—
BAT 06/18/12
NOTE: ITEMS NOT SHOWN FOR CLARITY:
REV.:
20,25-26,36-37,44,5152,55-56,64,67-68 CWS-812 C
A SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER
REM PART DESCRIPTION VENDOR MATERIAL 3118"--{ CONSTRUCTION -l�eVd
1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl I �/IYIN�IIfYIU/ll M5(�(�(/`(�J�'
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 15/18 WINDOW SYSTEMS
3 H-6031 Mein Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl Z F--23116' OCA A, 44TH AVE.
4 H-6031 Main Fr.,SH,w/FIg.,PVC,R.Jb. Mlkron Vinyl 3 e WWW.CWS.CCA 34474
6S-1577 Impact Hook Keymark Alum 4 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11115" 15/8" 1 s/e^
9 1+1497 Reinf.Sash Meet.Rail Keymark Alum 1116" I 1/18. 8100 PVC
10 4.6028 Sash Bottom Rail.PVC Mikmn Vinyl O L 146" } CORNER WELD
12 H-6004 Sash Sidefrop/Bot.Rail Mikron Vinyl (AlL3IDE8) SINGLE HUNG
1;8
13 5-1498 Paint.S.B.R/S.S.R IMPACT
14 5-6064 Glz.Bd.,7/6" Mlkron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ z ¢z
19 5.6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" r- 0 w O ¢w o w
20 53029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 w z O Z W-z t
23 H-1699 Reinforcement,SBR Keymark Alum Ire^ 1 3 18" 1 1 - W rz 0 3�_
24 P-2190 Balance BSI 9/16"�� ZO 01-0 z ¢(ld' m
25 P3059 Sash Cam,PVC BSI Plastid U U V)r-U D.�y per,
26 P-3046 Take Out Clip BSI SS III " 1518' 2 118' 1/16" FIXED MEETING RAIL 0 Z-0 Z I_O 0
trt6' SCREWED TOGETHER WITH 00:1 --=)U-
27
U> >U-
27 P3783 Lock,Impact,PVC Interlock 1116" OUTERFRAME -Z Q w z0 O w Z
28 P4069 Keeper,Impact,PVC Interlock Zamec 1:8 O F O-
30 P-3215 Weep Cover w/Flap Geer Plastic REINF.,IMPACT HOOK-1112 }U L) p vi
32 P3429 Wstp.,0.270 x.187 back FlnSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 Ow W U)0 w co w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Faslenal Steel =0- O N
O w I-0 CL
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116• 9/16' 1 1/a"y � a .�w N
39 P-4051W#8 x 1.2SO Ph FH TEK,Wht. Hub City Steel t/2/ 118"-{ "16., I a
40 P-4264W#8 x 3/4 FH PH wl#6 Head,TEK,Wht. Hub City Steel 0 ���uu�nrr,
44 P3342 Seam Sealer,SM-5504 Schnee 7/8" L to 15116• r 19 ;.y'P,NOREW lG
45 P3752 Cap Plug,1/2"Hole M&M Nylon �— 1116" 1116" J 045^ 1116" :Gp,.-�10ENgF.p„�,�
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel .1— No 58201
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-5025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
51 P-3881 Temporary Lbl.(NERC/DP) #
52 P-3613 CWS Lbl.(logo) Pro Label 518"--{{------{{ %9': STATE OF :•�/+'
53 Sash SEE SHEET GLASS 14 3r4" �---{ I I 114— r ^O . 4u
54 Fixed SEE SHEET 2 GLASS 3116"� 1—}- -irL-�D-11(!)
1a : 11, �56 P-3281 Spacer DUraseel 1'/16' �(I(��Urlr--ln67/i= °��S�ist I
62 P3218 Screen Frame,Horiz. Allmetal Atum 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
[70
P3581 Screen Cloth,18 x 16 Fiberglass Bettenue Fiberglass y
P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
P-3029 Screen Pull Tab Summit Alum 9/22/2017
P-3033 Screen Spring,SS Fl.Screen SS
P3113 Screw Support for PVC T.Plastics Nylon ......... LUCAS A.TURNER,P.E.
01
4-1636 Alum.Fixed Rail Keymark Alum 0 3116• FL A#RA A S.6063Cover,FixedRail Mikron Vinyl O 1239 JABARA AVE.
NORTH PORT,FL 34288
S-1112 Reinforcement,Impact Hook Keymark AlumPH.941380.1574
P-3541 1#8 x 1/2",Pan Head,TEK Faslenal Steel
1 5/16' t/2/ SHEET DESCRIPTfON:
.
LINE ITEMS NOT USED: _5 3116 BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41.43,46,49-50,55,57-61,69 Ira" 6 h--3" -{
v1e" � °
j— iT�SCREW SUPPORT-3113 DRAWN DA
IMPACT HOOK BAT 06/18!12
51577 -DWG x: a v.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. A SHEET
1.2 4 OF 6
WINDOW SYSTEMS
6"MAX.(TYP.) 17"MAX,O.C.(TYP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2 8100 PVC
MAX.O.C. I SINGLE HUNG
(TYP) IMPACT
L O INSTALLATION
ANCHOR(TYP.)
I I < z 'S U W O O
1 Z W J❑ ~ Ill
W Z O Z K~ L
_
-.. ( LL I
0 aN- 0x31n
-rCu.owt
I I mp ¢=OOO OyVZa
4'(TYP.) 0
Z -Z1--D0
I 1
2Z0UIZ80U
10t/� /\ I W O"�>-m 3-92
MAX.O.C. CC zUw Orn
(TYP.) a x 0- a O Y
p WwxI
w WN
4 d K
d F ia
4-(TYP.)
4^ p. No 58201•••Z�
) NO ANCHORS REQUIRED IN SILL
ANCHOR LAYOUT-(FLANGE) ir
'A'; STATE OF :0Z
�24`.
G.
NOTES'
���nnmunl`
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
1239JABARA 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 00 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: TE:
BAT 06/18/12
S.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 W 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: SCnLE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE WINDOWS STEMS
MIN,EMBEDMENT SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1
MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 114"MAX.SHIM SEE TABLE 1
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW,CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
SEE TABLE 1 MIN,EDGE DIST. 8100 PVC
PERIMETER SEALANT SEE TABLE 1
BYINSTALLER HUNG
INSIDE AND OUT INSTALLATSINGLE
SEALANT BEHIND
SEE TABLEII ANCHOR IMPACT
FLANGE 8Y INSTALLER 1/4"MAX.SHIM
Q Z 3 QZg
O W b Q w O W
Z W J p
Lu Q 0 Z O Fr�m
PERIMETER SEALANT Z IL�4���M
BY INSTALLER O O F:O Q w C)0
INSIDE AND OUT v v rn�LJ 0-N in B.
INSTALLATION ANCHOR p Z—U)Z Z~p y
SEE TABLE 1 SEALANT BEHIND ,J 6 7 —p U—
FLANGE BY INSTALLER Z V Z
1=zOIy2ZO'u
g HORIZONTAL SECTION �Q^ R V—Z Z
CONTINUOUS DOUBLE 3116'BEADS OF 6 TYPICAL JAMB ANCHORAGE w D"K N p0 w 0 w
TREMGI.AZE U1600 SEALANT AROUND — w w
PERIMETER AT ALL INDICATED POINTS a. z=n. K
BETWEEN FRAME AND BUCK BY INSTALLER.
Of
p wH-O n.=wN
1/4'MAX SHIM
a a oc
HIND
FLANGE BLANT Y INSTALLER �'ol DREW
PERIMETER SEALANT MIN.EMBEDMENT �v N. 58201
BY INSTALLER SEE TABLE 1
INSIDE AND OUT
-v: c
�9STATE OF :4(1--
0'.SUBSTRATE BY OTHERS +��F' f O R 10�•G\� �
SEE TABLE 1 J SEE EDGE
EDIST.TAB
q VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL JA#
PERIMETER SEALANT 1239 JABARA RA AVE.A
CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1-112' 1-118' BY INSTALLER NORTH PORT,FL 34288
T-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1" INSIDE AND OUT PH,94180-1574
C HORIZONTAL SECTION
GO
6 BOX FRAME INSTALLATION SHEET 135SCRIPTION..
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114' 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPOON 1.3/8' 718'
DR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 718' 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 7116' -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED w: v.:
(33 KSI YIELD MIN) TEKS SELF-ORILLING SCREW THRU 0.060' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
1/8"ALUM.(6063-TS MIN.)OR 910 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7116" SHOWN FOR FLANGE WINDOWS. L SHEET
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