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Product Approval Menu>Product or Aoplfcation Search>Application List>Application Detail
o FL# FL16177—R2
9 .
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 (ED
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
El 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
0 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://www.flohdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
1/4/2018 ' Florida6uil`ding lode 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.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.Safety FL16177 R2 AE EvalReoort812C.odf
glazing required on outer lite above 30 ft.in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
Bacic
P-7-
Contact
-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
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 emaits 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:
k7W � ®
Credit:Card;
E.
'We;
https://w m.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBiPrafAGHlxlsgtjUObEAbzoQ%3d°/a3d 2/2
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 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 6h
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-.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
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.
,,11►di�tH�r�t/+
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Lucas No 582 1 :�
Turner
2017-08-30 ~ 11 '
j STATE OF 14V
16:11+20:00 '10 •.. �,`�`= 8/29/2017
!o .�' Lucas A. Turner P.E.
i�`.'S818 At—
y '`�+ FL PE#58201
S: �
NOTES: /J(�bm.
j�
SINGLE HUNG - LARGE MISSILE IMPACT 1.THEPGENERALNOTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED
WINDOW SYSTEMSTO 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
51 7/8"MAX.UNITWIDTH 3.CONFIGURATIONS:°O/X°. 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
INFILTRATION TEST PRESSURE AND GLASS TABLES F o w COIz O p
-- -- -- ASTM E-1300-04e01/09. z w w❑ ¢ O
w zOz wk3w t
63" _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F.W zY I
MAXIN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z 7:2¢1%w O 0
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 01--o C.¢ a
FLANGE ANCHOR CALCULATIONS. U O CO z D
HEIGHT O I B 2613/16• 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE < r
B z O�z O'O
I
G10
LASS NOT REQUIRED. <¢3Q O L
Q
02��p p�
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O N o w m w
613/.4° I I USED AT FIXED MEETING RAIL AND JAMB. a z=a 0 JO SQ�
UNIT O Lu 0 a-
8.SERIES/8.SERIES/MODEL DESIGNATION SH-8100. w x d lu D
D I- a
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
30 3/16' I I i X=OPERABLE SASH,O=FUND SASH ` Py PS..........RE 3•G
MAX 26 7/8"7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '�JG�:
SASH `, I GLASS LOCATION. t No 58201
HEIGHTX I DLO
t� ,` g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
CQ�� STATE OF :4vICON At. W
I I
-
azom-
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z Rr <'3-
i-
z3I- Dw0 wwwoW
w zOz W--L
u- F-w�zo3�x
7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS z z x m<w w O=
O OHOC-<�F
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED 0 Z—y Z Z
7/16"AIRSPACE 7/16'AIRSPACE < O z V a z O V U
5/16°LAMINATED GLASS 5/16'LAMINATED GLASS K O Fw-~F-z
1/8'ANNEALED 1/8"ANNEALED w O D w W w
LLfnW 0-j
090'PVB INTERLAYER BY DUPONT .090°PVB INTERLAYER BY DUPONT a0 W F p d=W}
a ul� wa
1/8'ANNEALED 1/8'ANNEALED a F- o
QUANEX DURASEAL QUANEX DURASEALIG SPACER IG SPACER
4 PUR ECT GLAZE'H'OR SIKAFLEX 552 4 URFECT GLAZE'H•OR SIKAFLEX 552 �.``cj,P.ND�W
v' No 56201 *'P%
14 1/2'GLASS BITE 14 1/2'GLASS BITE
48 48
giros at
0 ;
STATE OF ..4u�
3 �'�F'��ORlO�'•�' -,
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
OWG#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SDALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEh1S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
45 3 53 12 38 13 32 3 4 45
8100 PVC
0 SINGLE HUNG
0
IMPACT
45
¢ Z aZ3:
a aw0 ¢WOo
1 o Zwz>.0W3m
14 3 Z Z 2 M a W W 0 0
3 14 64 14 65 66 63 19 4 O O F-O It
SECTION B-B O L) z a�Im,
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000 -
NOTE :LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ I-Z a co 0 0 0 O
RIGHT SIDE SHOWS SASH SECTION VIEW. mg3 O-F- Z
Of
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14 39 0 WI-It W=��
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_ 48 No 58201 '�-A%
62 8
SpO; STATE OF ;�kl�
14
65 10
66
6 3
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
C=
PH.941-380-1574
D 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
1:2 30F6
PARTS LIST FRAME CORNER /� �
ITEM -6031 DESCRIPTION VENDOR MATERIAL CONSTRUCTION (1 7/�I(C+�//nrffY�'�/d(/�
31/8• MVV--IlWWA0.VUl4W/UU/Y Ir\/(l�f"/Jif
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl WINDOW SYSTEMS
2 H3031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 1 15/16• 23/18"
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 e WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 3 10
8 H�027 Sash Meet.Rail,PVC Mikron Vinyl 211/16° 4 1 5/8^ `�� 1 518'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" I L 1 1/16• 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L IJ 1/16° CORNER WELD
L (ALL SIDES) SINGLE HUNG
12 H$004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
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 5-6013 Scm.Adapt.,w/Nib,PVC,Hadz. Mikron Vinyl ¢ z 3 <z 3
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl F o w O w O o
1 1/2" ~
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 37 z w-j 0 <F z w
1[3/116V" W zOZ w--l=
o m�}OtL m
23 H-1699 Reinforcement,SBR Keymark Alum 7!8• ¢ -
1 1 LL F-ul ZF-�M=
24 P-2190 Balance BSI s/ts° Z Z x M<w-w O 0
25 P3059 Sash Cam,PVC BSI Plastic
3 O OI-0 -< Fw
26 P3046 Take Out Clip BSI SS ~� 1 21/8• 1/16• U O m z Z�M a
FIXED MEETING RAIL p Z-N Z �N
27 P-3783 Lock,Impact,PVC Interlock 1/16" SCREWED TOGETHER WITH Z O Z U uj Z j U-
1/16' OUTERFRAME < 1--LL2 O O LLZ
'Ei
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 > <3 w-x O-
REINF.,IMPACT HOOK-1112 � O F�C
30 P-3215 Weep Cofer w/Flap Geer Plastic < w y U z 2
32 P-3429 Wst .,0.270 x.187 back FinSeal,Gra Ultrafab w O p }_3:9 w
P Y PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W LL y W�p�Co Fw-
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=o_ 0 O-�
38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16• 9n 6' O =~� w=D_,
LU
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2' /8"1 1 1I8°-{ W 'L
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 5/ts•
puurp
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5H 6° 19 %%��,1DREtv��fhi
P 9 Y L 1/16" 1/16" :�Q`P P'•CEfJ••
45 P3752 Ca Plug,1/2"Hole M&M Nylon
045• G i
7 P-3438 Sikaflex 552 or Purfect Glaze"H° Sika/Henkel 1/16^ J— j6:• SF°'•2�'y
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 SUl No 58201 t 1�
51 P-3881 Temporary Lbl.(NFRC/DP) :'r
" 52 P3613 CWS Lbl.(logo) Pro Label 314° %9 STATE OF
53 Sash SEE SHEET GLASS 3/4• 51 0'. �u:
-54 Fixed SEE SHEET GLASS 3/16° /� I 14 '.yT(�•'�<Op1pP:��,.`
56 P-3281 Spacer Duraseal T 13 15/16• I�l 1/176° 1I° 1/16-
62 7/8'
P3218 Screen Frame,Horiz. Allmetal Alum fns° }—Ir L L�
63 P3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 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 Betterwe Fiberglass
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
67 P3029 Screen Pull Tab Summit Alum 9/22/2017
68 P3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon
LUCAS A.TURNER,
71 H-1836 jAlum.Fixed Rail rKeymark
eymark Alum 0 3/16• FL PE#58201
72 S 6063 Cover,Fixed Rail ikron Vinyl O 1239 JABARA AVE.
73 5-1112 Reinforcement,Impact Hook Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2•,Pan Head,TEK stenal Steel PH.941-380-1574
1 5/16^ 1/2° SHEET DESCRPTION:
LINE ITEMS NOT USED: 5 311s'�
5,7,,ITEMS
s �3^—�{ BOM AND EXTRUSIONS
7//' 1/16• rO o
r 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 4OF6
ffl6"MAX.(TYP.) 17•MAX.O.C.(TYP.) WINDOW SYSTEINS
1900 SW 44TH AVE.
6"MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
101/2" , , 8100 PVC
MAX O,C. SINGLE HUNG
cryp')L IMPACT O INSTALLATION
ANCHOR(TYP.)
I I Q Z NW 00
I I Z Lu Lu
23
O
ZF-O?>0W3m
__-EUTGuL O OFOaWWOOO
(TP. ,
4" )J: O 0WF-QMFWm
I I O Z-U)z
I Z OO
I V�6Z7'V
} Qw-3O =0?-
MAXOC ~ 00��OW(AW
(TYP.) d Vi=a �Osw
O WF-0 a.mW
4 I a ~ a w
`p►tuu.rp
4"(TYP.) -- -- -- ,,�����F,NO ...
Fly
41 Ci
4" ) NO ANCHORS REQUIRED IN SILL>J
Z-: No 58201 •L.1A
ANCHORLAYOUT-(FLANGE) ^'n= ;¢e
QS STATE OF •;ALU
yNOTES: s,,ON A"411
,���
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 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:
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
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#' REW
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:
FMAIAAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(EXSHEET
TERIORDOORS) 1:15 50E
TYPICAL HEAD ANCHORAGE (�✓IX.YAYlYl4!/t II(j(
MIN.EMBEDMENT WINDOW SYSTEMS I\i/I
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
SEEEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT INSTSINGLE HUNG
SEALANT BEHIND SEE TAABLEION ANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIM
Q 3: <z
a1- C)WOaW0o
Lu -w- 0Wzm
VBYINSTALLER
TER SEALANT F W F g 2
ZZ= ¢Ir W O O
INSTALLATION ANCHOR AND OUT U 0.F-Zd IM LLSEE TABLE 1 NT BEHIND o Z C9 CO z =)0)
FLANGE BY INSTALLER Q O_Z V c6Z=O tOi U
�B� HORIZONTAL SECTION 3}O}w FZ O Z
Q CONTINUOUS DOUBLE 3/16°BEADS OF 6 TYPICAL JAMB ANCHORAGE � F O
TREMGLAZE U1600 SEALANT AROUND W On
nit
O W W
PERIMETER AT ALL INDICATED POINTS Z to W
aj
BETWEEN FRAME AND BUCK BY INSTALLER. (L 2 a D_O s m
0 WF...0 W= �>_
1/4"MAX SHIM a F_ a d' a
SEALANT BEHIND
FLANGE BY INSTALLER „'ORE r�+�
PERIMETER SEALANT ;�GQ9 V..........
C F
_Br INSTALLER MIN.EMBEDMENT J;
INSIDE AND OUT SEE TABLE 1 No 58201 :1)
�- giros a,
SUBSTRATE BY OTHERS O' STATE OF
SEE TABLE 1 ����R°F�O R LOP:
MIN.EDGE DIST. y C?
SEE TABLE 1
�A� VERTICAL SECTION ,wiS,ONA+
6 TYPICAL SILL ANCHORAGE
9/2
TABLE 1:APPROVED IN§IaLATION FASTENERS LUCAS A.TURNER,P.E.
ANCHOR TYPE MIN.EMBEDM FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MW.) 3/16°RW TAPCON 1-1/2" 1-1/8" BY INSTALLER
INSIDE AND OUT / NORTH PORT,-1574
FL 34288
HOLLO ITW TAPrnN
" " / C l HORIZONTAL SECTION PH.941-380-1
CONCRETE(2.85 KSI MIN.) 3/16°ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM CG90) 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 PINE(G=0.55) 1-3/8" 7/8°
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.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 HILT]KW IK-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.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
1/8"ALUM.(33 KSI
MIN.)OR #10DRI GRADE 5SELF-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