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.I,}I Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
FL# FL16177-R1 j
Application Type Revision
Code Version 2014
Application Status Approved
Comments
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Archived
i.
Product Manufacturer Custom Window Systems IInc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
koss@cws.cc
I
' I
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 2911 8'
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
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I
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a,Florida Registered Architect or a Licensed
Florida Professional Engineer
4' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner j
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
Validation Checklist-Hardcopy;Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-8128(SH-8100. IMP. NoSillAnch).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-O8 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
I
Equivalence of Product Standards
hltps://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPjuPdYuGeM3yYul882%2bJrl w°/p3d°/p3d 1/2
7/5/2015 Florida Building Code Online
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D i
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Date Submitted 04/14/2015
Date Validated 04/21/2015 i
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015 j
rglazing
ry of Products
Model,Number or Name Description
SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
f Use Installation Instructions,
ved for use in HVHZ:Yes FL16177 RS II CWS-8128(SH-8100. IMP. NoSillAnch).Ddf
ved for use outside HVHZ:Yes Verified By: Lucas A.Td'rner 58201
t Resistant:Yes Created by Independent(Third Party: Yes
Pressure: +70/-70 Evaluation Reports
SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.)d
required on outer lite above 30 ft. in HVHZ.Glass FL16177 RI AE EvalReDICWS-812B (SH-8100, IMPs to ASTM E1300-04. NOSillAnch).Ddf
FL16177 R1 AE Ouanex i(Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
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F1.,cW. NCuR I '
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Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibilltv 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 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 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 dick here.
Product Approval Accepts: i
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URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & ( Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
I
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill r
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FL 3.474
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 5`h
Edition(2014)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-812B, signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3 815-1 A,-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-812B,signed and sealed by Lucas A.Turner,P.E.
aI
Installation: Units must be installed according to approval document CWS-8125.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DL'O heighit]ee
in CWS-
812B
• 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 outTempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB board lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.. .0211 have evaluated the interlayer and framing materials in these Dupont and Quaand findthat they comply with the requirements of the 5'h Ed. (2014) Florida Building Cin this
product.
I II
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 wi11 I acquire,a financial interest
in any other entity involved in the testing or approval process of this product. I,
I
-.� .
No 5$201 •�
+ r
* * * 4/18/2015
Lucas A. Turner, P.E.
13:, sraTOP FL PE#58201
',�,'��c; .C
0 R k G �
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. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X'. SINGLE HUNG
78 AX.UNTWIDTH
4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
- _
FF:�—�4711116"
A - --POSITIVE DE N L AD BA m a INFICTRATION`TESTPRESSUREAND GLASS-TABLES^
-- -- - ul
ASTM E-1300-04. o r°
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o
MAX, - -- -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ¢ y
--— OVERALL r -— _I DETAILS-WINDLOAD DURATION FACTOR Cd=1.6•WAS USED FOR WOOD=- -- --w m m-—
AVE ANCHOR CALCULATIONS.
HEIGHT O v a Z
1 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m o 0
B I B GLASS NOT REQUIRED. < N
DLO N o Z >
I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W ¢ O¢ cr
61 3/4' I I USED AT FIXED MEETING RAIL AND JAMB. a LD 73a
MAX. w LL Q
HUN EIGHT 8.SERIES/MODEL DESIGNATION SH-8100. o o 0
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ o
X=OPERABLE SASH,O=FIXED SASH °D ¢ z
I 1
30 3116* I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATIO
SA H
HEIGHT X I DOSS 11.EXTER AIL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. �?`pGOE NgrrTGP�i
CNo 58201
STATE OF ;�w
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Sfi4 O R 1
A
A ���i�s�ONA��t,``•
451116 Z�-
GLASS DLO
48 3/8" 4111/2015
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 -
SECTION
REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF6
WINDOW S7STEP9S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE-HUNG
IMPACT
O co F-
O � 0
'c/
Y
7/8'OVERALL INSULATED GLASS 1 7/8'OVERALL INSULATED GLASS - _
1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED to
U N Z
7/16'AIRSPACE 7/16'AIRSPACE m o O
R N
5/16'LAMINATED GLASS 5/16"LAMINATED GLASS N (n
o Z LU
1/8'ANNEALED 1/8"ANNEALED a j O
.090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT w LL
1!8'ANNEALED 1/8'ANNEALED a 0 w
DURASEAL BY TRUSEALDURASEAL BY TRUSEAL ¢
47 PURFECT GLAZE-H-OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 m ¢ Z
14 1/2
"GLASS BITE 14 ,I 1/2'GLASS BITE ��� Pr%DREKj"T(i��.
E AI
48 48 J `
Cn.
-,i.: No 58201 0 t
3 * *�
STATE OF :/L
r�
SASH LITE 4/11/2015
FIXED LITE
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 B
SCALE: SHEET
1:1 2 OF 6
INTERIOR
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 _ 3 53 1 38 13 3 3 4 45
8100 PVC
0
® SINGLE HUNG
IMPACT
0
45
--10 cli
= -
n._--=-
o � o
14 3 1 F
-- — 3 14 54— - 14.65,66.63-19 4 ———— .w ED co—.—
SECTION B-B cl)
E�23
Z
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW,RIGHT SIDE SHOWS SASH SECTION VIEW. LnW
Ir
14 39 40 3 INTERIOR
9 ,1111Y111!!!!
a8 ,���`�1Pp;OREW��O
6 8 '41ci .1 v GENgF.•�Q�
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S No 58201 •'�1�
Z-13'.'•� STATE QF
53
14 �i0o•,R P•�24i�
10 i F O R 1
66 , ss/ONA11 N,,��
62 3 z�
3 n 3 4/11/2015
18 U 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.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 3OF6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/g. CONSTRUCTION
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 29tEmso
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16"
1 2 3/16" 1900 SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 3 e WWWCWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 8 H-6027 Sash Meet.Rail,PVC Mikron l 211116 1/16" 1 58" 1 58"
10 H-6028 Sash Bottom Rail,PVC Mikron VinylL� 1/16" 1/16CORNER WELD 8100 PVC
(ALL SIDES) SINGLE HUNG
Lr-
12 H-6004 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=-S-6013_Scrn.Adapt.,W/Nib,.PVC-Horiz._=_Mikron__Vinyl_ cN-
vn_ : - - ---
Vinyl
23 H-1699 Reinforcement,SBR Keymark Alum 7/8" � r
1 1/z"
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 v o ¢
1 ins
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron o p
24 P-2190 Balance BSI 9/16 — 1 1 ¢ }
—-- `25--P3059-Sash Cam,-PVC- _----- BSI--Plastic- - -- - _—=-- - -- --w m m- --
26 P-3046 Take Out Clip BSI SS 3FIXED
1/16• 1 5/8" 21/8' 1/16 SCREWED^TOGE HER WITH v Z
27 P-3783 Lock,Impact,PVC Interlock 1116" OUTERFRAME LL o O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 rn
REINF.,IMPACT HOOK-1112 o O1
30 P-3215 Weep Cover w/Flap Gaer Plastic ¢ w w
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o L9 0-
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel H5/1 9/16' z U
39 P-4051 W#8 x 3/4 F Ph FH TEK, ad, Hub City Steel 1/2• 1 1/e"-{ 5/16 1 1/ a w w
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I 2 � ar o
44 P-3342 Seam Sealer,SM-5504 Schnee7/8" 18 1 5/16" 19
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L t/16 045" 1116 m ¢ O
vt s
47 P-3438 Sikaflex 552 or Purfect Glaze"H" S'
48 352 D.(NFRC"x 5/8" 2"Lg. F.Lowe el Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 .P�',pRNW
51 P-3881 Temporary
52 P-3613 CWS Lbl.(logo) Pro Label 5/g^ `J�;7" "-yF
314" 1/4" �t No 58201 t�3
53 Sash SEE SHEET2 GLASS 314" I
54 Fixed SEE SHEET GLASS 316 El tVl/@16'
9 t413 15/16" t' 7/8"56 P-3281 Spacer Duraseal T- �— 1/16. j— '9 STATE OF
62 P-3218 Screen Frame,Horiz. Allmetal Alum fns" '�0* rU�
63 P-3218 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 �4�<"- R
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 1 P-3581 IScreen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl z✓�
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
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 m 3116• FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 Sn 6• 1/2"7 SHEET DESCRIPTION:
LINE ITEMS NOT USED: 6 5" 3/163 y BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/g• �O 0
� v1s
SCREW SUPPORT-3113 DRAWN BY: DATE:I--
IMPACT HOOK BAT 06/18/12
S-1577 DWG 0: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 40F6
ti
6'MAX.(TYP.) 17'MAX.O.C.(TY .) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 0100 PVC
10 MAX.D.C. 1 I SINGLE HUNG _
(TYP.) -O IMPACT INSTALLATION
ANCHOR(TYP.)
I 1 o co F
o � O
---- __— MTG RPIL ¢ }
_ -
w
co
m„
4'(TYP.) -I U)
m a Z
I I LL o Q
< N (n
Y >
101/2” /\ ¢ w Q W
MAX.O.C.
w ir F
(TYP.) ao L7 a
Z U
�? I 0 0 W
Ll CL ¢ O
m Q Z
4-(TYP.) NO ANCHORS REQUIRED IN SILL
,••PaaPpSORE W rf4r,.
• 5. G
ANCHOR LAYOUT(FLANGE) �••GP; .. y-
.at No 58201 ��
NOTES: LI: STATE 0.
TOS
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. OR
r��i'c�A� '��•`
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 s�r+�NA�{� aa••
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,S E T 4/11/2015
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
owc Rev.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a:
CWS-812 B
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), FMA/W DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
EE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8�OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT _ _ INSTALLATION ANCHOR SINGLE HUNG
SEALANT BEHIND SEE TABLE
IMPACT
FLANGE BY INSTALLER 1/4"MAX SHIMAl
a-� 000Ill
PERIMETER SEALANT y F
BYINSTALLER
INSTALLATION ANCHOR - - - - INSIDE AND OUT — —-w m--m'—
SEE TABLE 1 SEALANT BEHIND U)
FLANGE BY INSTALLER m O
LL p
c N
CONTINUOUS DOUBLE 3116'BEADS OF HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE N w Z W
Lp
TREMGLAZE U1600 SEALANT AROUND CC w O cc
AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER. ao 9 a
Z
114"MAX SHIM o Ov
SEALANT BEHIND rwr
O
FLANGE BY INSTALLER
m ¢ O
z
PERIMETER
INSIDE ANDOUT�NT SEETABLEDMENT ,, yP..........ORErT4*4 y
SUBSTRATE BY OTHERS—/ v•' No 58201 r
SEE TABLE 1 MIN.EDGE DIST. *• k
� SEE TABLE
A 1 VERTICALSECTION S O: STATE OF
/ :�1C/
6 TYPICAL SILL ANCHORAGE ����F•:;(O R 1OPr�$S,
.��rrsS'ONA'1�?�`�
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENE LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
2.0 KSI MIN.) 3/16"ITW TAPCON 1.1/2 1.1/8" PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE
( BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU117 PCF MIN.) 3/16-RW TAPCON 1' 2" INSIDE AND OUT
( PH.941-380-1574
rC HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
2X MIN.SOUTHERN PINE(G=0.55)
3/16"ITW TAPCON INSTALLATION DETAILS OR ELCO ULTRACON 1-3/8" 7/8" 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:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEX OR 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 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE W ITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCAB : SHEET
1:2 6OF6