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FL# -FL13010-R4
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich" PE
�jl Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/19/2015
Date Validated 11/23/2015
Date Pending FBC Approval
Date Approved 11/23/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 g4_C—CAC CAR 138-1357.pdf
Approved for use outside HVHZ:Yes FL13010 R4_C_CAC_CAR 138-1-36?-
Impact Resistant:Yes FL13010_R4_C_CAC_CAR 138-562.pslf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019
detail for DPs. Large Missile Impact. In HVHZ may only be Installation Instructions
used up to 30ft above grade. Glass complies to ASTM E1300- FL13010_R4_ILCWS-433C(PW-8150, 72x76, IW-pdf
04. Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R4_AE_EvalRep CWS-433C (PW-8150. 72x76..
Fl )
Fl 30
11110 R4_AE_Kuraray PVB NOA 14-0916_1Q�psjf
FL13010_R4 AF Kuraray SGP NOA 14-091 _11,p-df
FL13010 R4 AQ_Quanex (Mikron)_NOA 12-1017 02.R5lf
Created by Independent Third Party: Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 @g_C_CAC_CAR 138-261e2.p1Jf
Approved for use outside HVHZ:Yes FL13010_114-C_CAC_CAR 138-7O5e2. -df
Impact Resistant:Yes FL13010 R4 C CAC CAR 138-706e2.pd
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dp= +/-67.5 psf, Max. size 74 1/8"x 08/12/2019
72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R4_j-CWS-510B(PW-8150, CONTHDSL,-UMpjff
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010_R4 AE DuPont PVB NOA 13-0129 2.7-pdf
FL13010 94_AF_EvalReD CWS-510B(PW-8150, CONTHDSL..
IMQP 12-df
FL13010 R4_A _Quanex (Mikron) NOA 12-1017 02-p-df
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120" x 48".
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010_E4-C-CAC_CAR 138-258e2.pdf
Approved for use outside HVHZ:Yes FL13010_R4_C_CAr_CAR 138-481e2.W
Impact Resistant:Yes FL13010 94--C_CAC_CAR 138-482e2.pd
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile 04/09/2019
Impact. Glass complies to ASTM E1300-04. Installation Instructions
FL13010_R4_LLCWS-373B(PW-8300, 120x48. IMP)yp-df
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010-&4-.AF-Du Pont SGP NOA 11-0624_Q2_pdf
FL13010 R4_AE__EvalRep CWS-3738(PW-8300. 120x48.,
LW--Of
FL13010 R4_AE_Quanex (Mikron) NOA 12-1017 Q2-pdf
Created by Independent Third Party: Yes
DocianentTitlei Doc No: FRM 131-43
Rev No: "tl Page 1 Of;----1
p���i� �r Impact Performance.
INC., C ertif icati on:
-Authodzatibn:Report
Required By .:ARO 131-03
:CAR&P 6dyct ID.Number: 138 562
Issue Date: 11/13/2015
Revision Dater 11/13/2015
'Expiration Date: 9/14/2019
:Company Coder 138
This:Certification'Authorization Report(CAR)„is:issued by Keystone.Certifications;_Inc..(KCI)'after full validation review,
and is based on a-standardized evaluationof the product,conducted :by an. independent accredited laboratory in
accordance Withthe spec if referenced standard:Actual."fenestration product performance°may vary.based on many
factors,: including 'installation, condition 'of.the w0roof. substrate and 1he age of the, product andinstallation
components:
This report indicatesthe product is-eligible for.the application,of Keystone Certification Program certification labels:
Licensee stipulates;in.affixing'certification labels to'products, that:those products are representative of the specimen
evaluated and 'documented: for certification:authorikaton: Only products bearing such a,certification Iabe[shall be.
considered,certified. The:information in this report can be verified atwww.keystonecerfs.corm
Licensee Information; Product Information:
Custom Window Systems, Inc Model: ;8150 Impact:Fixed
1900 SW 44th Avenue Operator Type: FW
Ocala. FL .34474 Con fig: '.No, GS-.7/16! Lama,IG
Max Width: 72
Max Height: 76
CorrespondingStructural CARS: 138-1362.0
Referenced'Standard: Product Rafing:
ASTM E188t -05/E1996=05/09 -..t Missile Level D.Wind Zone 4, DP=+/67.5;72x76'
Qualifying Test Information
Test Report.No: .[:NCTL-210-F011-1A/2Aost'Report:Expiration;; /14/2019
Authorized Signature: Keystone Certifications, Inc...
;Y
2015.1.1 .13 .
564 Old York Road, Suite 5
Etters, Pennsylvania 17319.
10:3 :24 05r 0' Phone'- 7`17-932-8500
Fax: 717-932-8501,
w ww.K EYSTO N E C E RTS.C OM
i
PICTURE WINDOW - LARGE MISSILE IMPACT GENERA
t.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
'TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S 44TH VE.
371/4" IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAWWW CFLORI
A 34474
MAX:OVERALL IN ASTM E 1996 PER THE FBC.
FLANGE WIDTH
36" 2.GLAZING.OPTIONS:(SEE SHEET 3)
----MAX.UNIT WIDTH 815 PVC
3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
113116
3 DLO NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
4.DESIGN PRESSURE RATING: IMPACT
A -NEGATIVE DESIGN LOADS BASED ON;TESTED,PRESSURE AND
———— GLASS TABLES ASTM E-1300.04. I I -
_ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
–7 INFILTRATION TEST PRESSURE AND GLASS TABLES. o N E F
ASTM E-1300-04. I r l o = o
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED ` MLU
73 1/4' B i B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w I-
MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD I (n
FLANGE I I I ANCHOR CALCULATIONS.. I T m
Ll 0
HEIGHT I i I I 731/4'MAX.OVERALL FLANGE WIDTH-- 6.PRODUCTAPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I o o
(� ----- REQUIRED. h w w O
72" �I! v —72'MAX.UNIT WIDTH i x w w Ct
MAX' I I I -67 13116'GLASS DLO 7:ALL FRAMES ARE FULLY WELDED. j n 0 0 0~..
UNIT cu W cc
HEIGHT I I I 8.SERIES/MODEL DESIGNATION PW-8150. I o 0 o w
II --------------- naa
6,7?311s" I I i I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: <
GLASS a I I O=FIXED SASH: I m ¢(p
DLO I2
5 ( I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS'INA SIMILAR aaa�ufngrrt,�
C�/,f 77114' I I LOCATION. I aaaat P�jORE4t r�r�f
f - OVERALL
FLANGE I I rr�� ', .•:G` N �/,,p,
' ;
-I S HEIGHT I ( v. No 59.201 e10
A i A I I Lucas A.Tumer *:
6 I I 2015-11-19 ,0. ¢
O
14:58705:00 = STATE OFA
(.
UNIT ��
HEIGHT
I I I
GLASSI I z�-
s I I - 11/19/2015
DLO
LUCAS A.TURNER,P.E.
I FL PE k 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
L.----------------J PH.941-380-1574
SREETDESCRiPTiON •'�
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:.
GENERAL NOTES&ELEVATIONS.......1 AA,J 11/25111
7
ARCHITECTURAL SHAPES...................2 ALL 36"X 72" +/- /5 PSF DWG#: REV.:
SECTION VIEWS&GLAZING................3 I
EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/- 65 PSF LARGE MISSILE IMPACT I CWS-433 C
ANCHOR SCHEDULE&NOTES............5 72 X 76 SCALE: SH EET
INSTALLATION DETAILS.......................6 H\/P7 +/- 67.5 PSF 1:20 1 OF 6
`dVIWCSOVd SYSTE�35!�!
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8150 PVC
PICTURE WINDOW
1 IMPACT
- -
FULL ELLIPSE'(OVAL) I m `o-iw
i77
a2
_ Ea
W I FW
FULL CIRCLE
/ ............_.................................................................... I to
/ 'o oI Z
TOMBSTONE TRAPEZOID Im
Nz >
LU
m jr
' a a d
^Iw w
112 CIRCLE `.}`PSt�i �pENLf% .
OCTAGON .' Na 58201
STATE OF �wti
NOTES;.. - .ire pmt T� IN 4..
\ 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
`lam 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. I+liffilth's���``,
\ THRU FIN-WOOD OPENING. .�
�. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF y
RECTANGULAR WINDOW ON SHEET 1. 11/19/2016
4.ANCHOR SPACING FOR ARCHrrECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#58201
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE.
{ NORTH PORT,FL 34288
PH.941-380-1574
i
..._---------._.........
..---_-_......____..---_--..___.___.._ iSHEET�E9CRIPTION:--._--�.
ARCHITECTURAL
114 CIRCLE TRIANGLE j SHAPES
!DRAWN BY: DATE:
AAJ 11/25/11
DWG N: REV.:
CWS-433 C
SCALE: SHEET
1:1 2OF6
f
GLASS TYPE DP MAX SIZE
INTERIOR A +/-75 36 x 72 � �9S
+/-65 1900 SW 44TH AVE.
B
+/-67.5 72 X 76 OCALA,FLORIDA 34474
W W W.CWS.CC
7
10 1 8150 PVC
PICTURE WINDOW
IMPACT
r O
I
5 6 11. 1,08) (D i y LL
LL r ❑
p ?' w tw—
(`7�O SECTION VIEW B-B I O v Z
mm ml O
LL LL
3
716"OVERALL 718"OVERALL
r o
-----3/16"ANNEALED o[TEMPERED - -- 3116'TEMPERED N o o�'°-
11 ^ w w cc
.\ --114°AIR SPACE --114-AIR SPACE. w ¢ < 0.
—7/16°LAMINATED -- 7116"LAMINATED I (L a W
----3/16"ANNEALED ----3/16"HEAT STRENGTHENEDI.pD <10
105 KURARAYPVBINTERLAYER -.M KURARAYSENTRYGLASSINTERLAYER;:tr.
�J%e``PplOR�ssssurnti��i'
3116"ANNEALED 3/16"HEAT STRENGTHENED ....
INTERIOR �G F(d ' �r�
No 58201 �;��
t0, 1Q PURFECT GLAZE"H°OR SIKAFLEX 552 10 PURFECT GLAZE"H'OR SIKAFLEX 552
tJ �9 STATE OF W
_ O
GLASS.BITE ,11 .5'_8"GLASS BITE
081— f+err nr rnas
,8 ^ z�
11/19/20.15
t� o LUCAS A.TURNER,P.E.
—— FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH 941-380-1574
SECTION VIEW A-A t�SHEET DESCRIPTibN: ---
ALTERNATE FIN FRAME 1 SECTION VIEWS AND
O i GLAZING DETAIL
DRAWN BY: DATE:,
AAJ 11/25/11
GLASS TYPE A GLASS TYPE B DWG#: REV.:
t:i t:t CWS-433 C
SCALE: SHEET
1:2 , 3 OF 6
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H-6025 SASH STOP MIKRON PVC If
bVINDOVd SY5TE1'IS
2 H-6048 FIN FRAME MIKRON PVC
1900 SW 44TH AVE.
3 H-6049 FLANGE FRAME HEAD MIKRON PVC OCALA,FLORIDA 34474
4 H-6049 FLANGE FRAME SILL MIKRON PVC WWW.CwS.Cc
5 H-6049 FLANGE FRAME LEFT JAMB MIKRON PVC %$
6 H-6049 FLANGE FRAME RIGHT JAMB MIKRON PVC
7 P-3113 SCREW SUPPORT FOR PVC LCORNERWEL6(ALLsioEs) 8150 PVC
SCALE1:e PICTURE WINDOW
8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 518'x 2"LG. AMESBURY FOAM
10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKH/HENKEL IMPACT
11 S-6064 GLAZJNG BEAD(7/8"O.A.I.G.) FRANK LOWE RUBBER
12 GLASS SEE SHEET3 CARDINAL GLASS
s w!:;� io.IW
O NI¢
LINE ITEMS NOT USED: —10
9 I Y u.
1 w rW-
ofEn
z
g
of �
z >
w��.Q
3 1/6" -{ I X IL c,I F
n o wi—
t I 000'�
cr
1 3456 padw
i
> > �
ffF-
2314" - 3.9/16" t/16" 3116"--? i-1 5f16` :I i U m QIZ
Li
Q 1l18" - ,t—I}I - 11rr
_� I( ttttt`AtS.t5RE4Vtr°+fi
Q 7/8" 7!6" LJ 4``�t�p9.4�G E Ft SF� S? �i
L_
1/16�
No 58201 =
PVC FRAME,FLANGE-H-6049 PVC FRAME,FIN-H-6038 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025
JS STATE OF
3/16"
OJ 11/19/201°,
_
I LUCAS A.TURNER,P.E.
SCREW SUPPORT-P-3113 I FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPYION:
I BOM AND EXTRUSIONS
DRAWN BY: DATE:.
AAJ 1 11/25/11
DWG#: REV.:
CWS-433 C
ISCALE: SHEET
i
1:1 4OF6
J
Cr
W1NE30Vd SYSTEI`9S�
6'MAX.(TYP.) --f-73/4 MAX O.C.(TYP.) 12'MAX.O.C.(TYP.) � OCALA,FLORIDA 34474.
-SEE NOTE 2 4"MAX. 1900 SW 44TH AVE.
6"MAX.(TYP.) 6"MAX(TYP.)— — SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 W WW.CWS.CC
(TYP.} 8'MAX.O.C.(TYP.)
Li----------------1 6"MAX(TYP.)
I I I L 8150 PVC
I I INSTALLATION I I I I PICTURE WINDOW
I I ANCHOR(TYP.) I I
7 314" -- I I IMPACT
MAX.O.C. I I I I INSTALLATION I I
(TYP"). I I MAX O.C.. I I ANCHOR(TYP.) I I
TINCYP.) I I 6" _.
I I I MAX O.C. FW
z
l o ;i
(TYP.) I I i �o r I
O I I O I O INSTALLATION 1
ANCHOR(TYP.) I w
I I I I I I W ~ cn
I I I I I I ! ml o
ui
NNz
W LLILu w
o
I I I I I I N ❑m OL
❑€�
I I I I I I A-a
I ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) C
DP+/-65PSFand+/-67.SPSF DP+1-75PSF ALL SIZES AND DPa - `,.sp111018
RE
.r. No 58201 :l:
NOTES: 10 STATE OF •441C
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. ! Oi
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. ' y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 19/19/2015
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. I FL PE q 58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED W 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. ISHEEf DESORIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. IDRAWN BY. DATE:.
B.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. AAJ 11/25/11
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
CWS-433 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),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 5 OF$
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT .SUBSTRATE BYOTHERS \S�CyCy6)1CLl{!iLl(�CS^�11�1~/,/
SEE TABLE 1 SEE TABLE 1 b°lEPIESC6Vd SYSTEP95
MIN.EDGE DIST. SUBSTRATE
MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
'I— --
SUBSTRATE BY OTHERS : SEE TABLE I 1/4°MAX. SEE TABLE 1 OCALA,FLORIDA 34474
SHIM WWW,CWS.CC
SEE TABLE 1 �(
MIN.EDGE DIST. /
SEE TABLE t
PERIMETER'SEALANT 'MIN.EMBEDMENT ir 8150 PVC
INSIDE AND OUTSIDE—� SEE TABLE 1 EE TABLE INSTALLATION
ANCHOR
BYINSTALLER MEE�EMENT PICTURE WINDOW
IMPACT
SEALANT BEHIND -
FLANGE BY INSTALLER 114"MAX.SHIM
qn
I PERIMETER SEALANTIINSIDE AND OUTSIDElij
PERIMETER E nINSIE AND OUTSIDE
IIOo
ANCHOR
4
BY INSTALLER SEE TABLE 1 I, I w
----SEALANT BEHINDSEALANT BEHIND I i (-
FLANGE BY INSTALLER FIN BY INSTALLER
C HORIZONTALSECTION _
TM E O
^ 6 TYPICAL RN ANCHORAGE o, Uj
/
` B y HORIZONTAL SECTION HEAD AND SILL SIMILAR FOR FIN INSTALLATION
TYPICAL JAMB ANCHORAGE
INSTALLATION ANCHOR J { r°!rc �,(O.
SEE TABLE 1 i I ( 4 l EL cr
n. Q
SEALANTUNDER SCREW w w
n cc
/--SEALANT
—HEAD BY INSTALLERI w ¢ ¢ N
0 0. o
C, a a:LU
> > O.
-1/4"MAX.SHIM (� _._., —•I O E m Q)Z
SEALANT13EHIND — - I
FLANGE BYINSTALLER \� a
MIN
PERIMETER SEALANT S JE N
SEALANT SEE TABLE 1
PERIMETER . 0 N
_/ � / MEM INSIDE AND OUTSIDE�,
INSIDE AND OUTSIDE 1 BY INSTALLER No, 8moi �7J
BY INSTALLER
SUBSTRATE BY OTHERS
SEE TABLE IMEN=EDGE DIST. STATE OF
SEE TABLE t �i�'<` 'c
�O�S`•1"O R t
(�AQ
\' VERTICALSECTION ���/�S� NAL� ���
6 TYPICAL SILL ANCHORAGE ; �t�nr11101%
11/19/2015
TABLE 1:APPROVED.INSTALLATION FASTENERS ,y A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE PAIN.EMBEDMENT MIN.EDGE DIST. LUCAS
) PE#TURNER,
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2 1-118" I 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"[TW TAPOON 1" 2" \ HORIZONTAL SECTION NORTH PORT,FL 34288
( -- - PH'.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON t" 1" 6 BOX FRAME INSTALLATION _—
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-3/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.318" 7/8" FLANGE REMOVAL NOTE:.PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:.
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: I AA J 11/25/11
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MLN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG A:
1B"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-433 C
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS -§G-ALE- SHEET
FIN 2X MIN.SOUTHERN PINE(6=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. e 1:2 6 OF'6