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Product Approval Menu>Product or Application Search>Application List>Application Detail
a _ FL# FL17354-R2
Application Type Affirmation
Code Version RECEIVED 20?7
Application Status Approved
JAN 0 9 ^nap
Comments
Archived ST. Lucie County, Permitting ;
Product Manufacturer ust m Window Systems Inc.
Address/Phone/Email 190 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
keine@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922-6922
0 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Uj Ocala, FL 34474
� (352) 368-6922 Ext 291
�1 jlathrop@cws.cc
-r J
Category Window
Subcategory Fixed "
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i 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
EN Validation Checklist- Hardcopy Received
Certificate of Independence FL17354 R2 COI EvalRep CWS-944A(PW-615, NI).pdf
f. Referenced Standard and Year(of Standard) Standard Year
AAMA%WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 9 Yes I; No &N/A
FL17354 R2 COC 6thEdFBC-FL17354.pdf
Product Approval Method Method 1 Option D
Date Submitted 09/14/2017
Date Validated 09/14/2017
Date Pending FBC Approval
Date Approved 09/15/2017
Summary of Products
F Model,Number or Name Description
17354.1 PW-615 Vinyl Fixed Window PW-615 Vinyl Fixed.Window, Non-Impact
imit Use Installation Instructions
Approved for use in HVHZ: No FL17354 R2 II CWS-944A(PW-615, NI)_pff
Approved for use outside HVHZ:Yes Verified By: Lucas A.Tuner PE-58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: PW-615, Max sizes 54"x 96" &68"x 76", Fin, Flange, FL17354 R2 AE EvalRep CWS-944A(PW-615, NI).pdf
DP+50/-50 PSF. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes
17354.2 PW-655 Vinyl Fixed Window PW-655 Vinyl Fixed Window, Non-Impact
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17354 R2 II CWS-945A(PW-655, NI),pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: PW-655, Max sizes 54"x 96"&68"x 76", Fin, Flange, FL17354 R2 AE EvalRep CWS-945A(PW-655,NI),pdf
DP+50/-50 PSF. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes
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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.LDpyright 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
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 dick here.
Product Approval Accepts:
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............................................
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GENERAL NOTES: 7w
ffl
PICTURE WINDOW - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIN WSYS�7�y�T MS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION. OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) WWWCWS.CC
971/4'FLANGE WIDTH 3.CONFIGURATIONS:"O'.ARCHITECTURAL SHAPES INCLUDE,BUT ARE
96"MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 615 PVC
�91 15116'GLASS DLO 4.DESIGN PRESSURE RATING(SEE SHEETS): PICTURE WINDOW
A GLASS
-NEGATIVE
DESIGN L AD1300-0ED ON,TESTED PRESSURE AND NON-IMPACT
————————————————— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES t2
ASTM E-1300-04.
N �
FLANGE I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o 0
HEIGHTIN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR
' Y
54" B 1 I B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 2 }
MAXUNIT O I ANCHOR CALCULATIONS. w m
HEIGHT 1 1
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 z
m O
49 15/16" I SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a
GLASS
I
DLO I I 7.ALL FRAMES FULLY WELDED. 2
C w
—————————— —————— B.SERIES/MODEL DESIGNATION PW-615. c a
w �
C f� A 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ V
691/4'FLANGE WIDTH o
O=FIXED SASH a w
68'MAX UNIT WIDTH
10.SECTION CALLOUTS APPLYTO ALL ELEVATIONS IN A SIMILAR
�63 15/16'GLASS DLO LOCATION. ¢ Z
%it lot
B :J.., .. �.
....... .........
I c Lucas A.Turner .:.
771/4" 1 7 2015-04-03 " a
FLANGE 1 D 16:43-04:00 STATE
HEIGHT 7 � '-^� Q• `�
o R tiMAX
c G?,
UNIT
HEIGHT 1
4/3/2015
GLASS6n I I LUCAS A.TURNER,P.E.
DLO I FL PE#58201
1239 JABAA1 NORTH PORT FL3 288
__________ _ PH.941-380-1574
SHEET DESCRIPTION:
A
7 GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE:
ARCHITECTURAL SHAPES.................2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 09/05/14
GLAZING DETAILS...............................3
SECTION VIEWS&ALT.FRAME.......4 68"x 76" SEE COMPARATIVE ANALYSIS NONE owr;a: Rev.:
DP CHART,BOM&EXTRUSIONUSIONS.......5 CWS-944 A
ANCHOR SCHEDULE&NOTES..........696"x 54" CHART, SHEET 5 NONE SCALE: SHEET
INSTALLATION DETAILS.....................?7
1:25 1 OF7
wlNDow SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CwS.CC
615 PVC
PICTURE WINDOW
0
NON-IMPACT
FULL ELLIPSE(OVAL) N F
0 0
Y
L Y
Wm
FULL CIRCLE
TOMBSTONE TRAPEZOID m O
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a
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OCTAGON ,..J;::.......... •���.
L STATE OF
NOTES,
���.,.pl.k A,•'.,����
I.SEE SHEET 6 FINSTALLATION
ENING.REQUIREMENTS. •'ll�i4S'��N�U
2.THRU FRAME MASONRY,WOOD OR METAL
THRU FIN-WOOD OPENING.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 4/3/2015
RECTANGULAR WINDOWS ON SHEET 1.
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6,WITH ANCHOR FL PE#58201
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
114 CIRCLE TRIANGLE ARCHITECTURAL
SHAPES
DRAWN BY: DATE:
ADE 09/05/14
DWG_#' REV.:
CWS-944 A
SCALE: SHEET
1:1 20F7
7/8"OVERALL 7/8'OVERALL WINDOW SYSTPIS L`%J
1/8"ANNEALED 1/8"TEMPERED 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
5/8"AIRSPACE 5/8"AIRSPACE WWW.CWS.CC
1/8"ANNEALED 1/8'TEMPERED
. 615 PVC
g SIKAFLEX552OR g SIKAFLEX552OR
PURFECTGLAZE'H" PURFECTGLAZE'H' PICTURE WINDOW
-- �. � NON-IMPACT
III GLASS BITE 5/b"GLASS BITE ,�
a Iii
N I-
10 10
O �
❑� ❑� 03
W m
a O
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GLASS TYPE A GLASS TYPE B a
ITTI¢ O
z
�;qit;uist�r
7/8'OVERALL 7/8"OVERALL ,R�s��pRE4y 44.
3/16"ANNEALED 3/16"TEMPERED .....�g5�, GEN
;.v�.....Nis::582Q.9:'::' 1?!.
1/2"AIRSPACE 1/2'AIRSPACE :... ............ ........ ...
3/16"ANNEALED 3/16"TEMPERED '
g SIKAFLEX 552 OR g SIKAFLEX 552 OR �Ofi• STAT1: C)F j'
PURFECT GLAZE"H" PURFECT GLAZE"H" t(;: :• ��
O •�
5!8"GLASS BITE L=
5/8'GLASS BITE
t 0 ❑ 1 e ❑ 4/3/2015
LUCAS'A.TURNER,P.E.
FL PE#58201
n 1239 JABARA AVE.
I� ❑ NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
-L-L LLF 7 F] F_TT_I_L� GLAZING DETAILS
0
O 0 DRAWN BY: DATE:
0 0 ADE 09/05/14
DWG#: REV.:
GLASS TYPE C GLASS TYPE D
CWS-944 A
SCALE: SHEET
1:1 3 OF 7
WINDWIPlDOW SYSTEMS
1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
a e www.CwS.CC
�� ❑❑ PICTURE WINDOW
❑ ❑ NON-IMPACT
r
0 00
0 Y
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1 L.�I❑❑❑ n n m 0
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7 _ DW CL
a SECTION VIEW B-B a w
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e '9' BTATE CSF .'w
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❑I� 11 ❑��❑ �/OS
Ir�J�—�❑ LUCAS A.TURNER,P.E.
r� FL PE#58201
D 1239 JABARA AVE.
O NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A
SECTION VIEWS
SECTION VIEW C-C DRAWN BY. DATE:
ALTERNATE FIN FRAME ADE 09/05/14
DWG#:
CWS-944 A
SCALE: SHEET
1:1.33 40F7
"O"CONFIG.DESIGN PRESSURES,PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) ITEM PART# DESCRIPTION VENDOR MATERIAL (( ®
GLASS UNIT WIDTH(IN.) 1 H-6128FLG MAIN FRAME FLANGE HEAD ATN PVC
TYPE 18 24 30 36 42 48 54 60 1 66 66 1 72 1 76 78 84 90 96 2 H-6128FLG MAIN FRAME,FLANGE,SILL ATN PVC WINDOW SYSTEMS
A 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 3 H-6128FLG MAIN FRAME,FLANGE,L JAMB ATN PVC 1900 SW 44TH AVE.
18 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 4 H-6128FLG MAIN FRAME,FLANGE,R.JAMB ATN PVC OCALA,FLORIDA 34474
S or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 WWWCWS.CC
A 75.0 75.0 75.0 75.0 75.0 75.0 70.6 62.3 55.9 54.8 52.6 50.7 IMMAM5 GLASS SEE SHEET
24 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7 1 S-6141 IGLAZING BEAD ATN PVC
B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 8 S-6144 FRAME FILLER ATN PVC 615 PVC
A 75.0 75.0 75.0 75.0 75.0 75.0 69.8 60.3 51.8 9 PURFECTGLAZE"H",SIKAFLEX 552 HEN KEL/SIKA PICTURE WINDOW
30 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.3 70.0 68.1
B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 79.0 75.0 75.0 75.0 75.0 10 P-3352 SET.BLK.,85 OUR.,1/8"x 5/8"x 2"Lg.. NON-IMPACT
A 75.0 75.0 75.0 75.0 75.0 73.3 65.5 58.5 51.8 11 H-6128FIN MAIN FRAME,FIN,PVC ATN PVC
36 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.1 66.6 64.3 57.8 53.7 50.6
B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75,0 75.0 75.0 75.0 75.0 75.0 75.0 71.9 66.3 FRAME CORNER
A 75.0 75.0 75.0 75.0 72.4 64.6 56.7 51.9 e, ME= CONSTRUCTION N FW-
42 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.3 66.7 62.9 62.9 55.6 50.6 c
B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.4 64.3 59.1
A 75.0 75.0 75.0 73.3 64.6 56.3 50.1 1, j:
48 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.8 67.6 62.0 57.2 61.8 55.6 50.6JW
W 0]
B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.8 67.6 63.3 63.3 63.3 63.3 58.8 53.9 U Z
A 75.0 70.6 69.8 65.5 58.7 50.1 - „�" m 0
54 C 75.0 75.0 -75.0 75.0 75.0 75.0 72.4 72A 67.8 64.5 58.8 54.0 50.0 50.0 50.0 ,+ rn
B or D 75.0 75.0 75.0 75.0 75.0 75.0 72.4 72A 67.8 64.5 58.8 64.0 50.0 50.0 50.0 50.0 CORNER WELD N Z -
Z A 75.0 62.3 60.3 58.5 51.9 (ALL SII ES) O >
60 C 75.0 75.0 75.0 75.0 75.0 75.0 72.4 64.2 63.3 61.5 56.7 51.7 1 a F
B or D 75.0 75.0 75.0 75.0 75.0 5.0 72.4 64.2 64.2 62.6 56.7 51.7 3 7116" ` ccp
Lu A 75.0 55.9 51.8 51.8 �law
_
r 66 C 75.0 75.0 75.0 75.0 75.0 70.8 67.8 63.3 53.1 53.1 53.1 50.3 o
j o- III
B or D 75.0 75.0 75.0 75.0 75.0 70.8 67.8 64.2 53.1 53.1 53.1 50.3 �� ❑ 1 5/16 7
A 75.0 54.8 2
68 C 75.0 75.0 75.0 75.0 72.3 67.6 64.5 61.5 53.1 50.0 50.0 ¢-t# Z
2 11/16" ❑�� 3 15/16' 1/16°
8 or D 75.0 75.0 75.0 75.0 75.0 67.6 64.5 62.6 53.1 50.0 50.0 50.0 4 I `�'pilitallt, `
eREW
72 C 75.0 75.0 75.0 71.1 66.7 62.0 58.8 56.7 53.1 50.0 0 L �. GElys r�.Q+�i�
B or D 75.0 75.0 75.0 75.0 75.0 63.3 58.8 56.7 53.1 50.0 6 1/16 �a�•'�, �` ��fr
A 75.0 50.7 7& PVC GLAZING BEAD v .'No:582Q1
76 C 75.0 75.0 75.0 66.6 62.9 57.2 54.0 51.7 50.3 PVC FRAME FLANGE S-6141 � _�..._. . ,k
B or D 75.0 75.0 75.0 75.0 75.0 63.3 54.0 51.7 50.3 50.0 H-6128FLG .............alr.............:....�
A 75.0 AM
78 C 75.0 75.0 75.0 64.3 62.9 61.8 50.0 :,f9a °•TATE G1F
84 B C D 75.0 75.0 72.3 57.8 55 6 55.6 50 0 3 7/16' ,..... s ONS L.
B or D 75.0 75.0 75.0 75.0 70.4 63.3 50.0 3/4"
MA75.0
�� 11 1690 75.0 70.0 53.7 60.6 50 6 '0.0 A.TU 15N 75.0 75.0 71.9 64.3 58 8 50.0"'- 3sns° v1s" LUCAS A.TURNER,P.E.
96 75.0 68.1 50.6r FL PE#58201
1/16 1239 JABARA AVE.
75.0 75.0 66.3 59.1 53.9 50.0
n PVC TRIM NORTH PORT,FL 34288
S-6144 PH.941-380-1574
1
SHEET DESCRIPTION:
PVC FRAME FIN DP CHART,BOM AND
H-6128FIN EXTRUSIONS
DRAWN BY: DATE:
ADE 09/05/14
D G4 REV.:
CWS-944 A
SCALE: SHEET
NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:2 5 OF 7
4"MAX.(TYP.) 8"MAX.O.C.(TYP.) C1 ®D/Ifl Ij'��
6"MAX.(TYP.) �-�}�—9 1/2"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 I\�/I
WINDOW SYSTEMS
MAX.(fYP.)
---------------
—---—————————_-- 1900 SW 44TH AVE.
WW CWS.CCA34174
I M I 615 PVC
PO.C.
. I
PICTURE WINDOW
9M1AX O.C. � I � I NON-IMPACT
(TYP.)
Lij
I I I I N
OI O I INSTALLATION
I (NSTALLATION ANCHOR(TYP) I I ANCHOR(TYP.) m }
wm
O Z
mul
O
I I to
W CC
wE
< U
v 03
ANCHOR LAYOUT-(FLANGE),
ANCHOR LAYOUT-(FIN) cl
¢ O
z
auxtulrr
CREW
�'�G
aa��qpS�
@'�'yI:G Plfitri y�i'::
—Z .... w .
*; ............ ........
NOTES: STAT( OF :�
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. j`�r�+pjs+ON............
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 NOTALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 4/3/2015
LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION.
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, 34288
SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1 1574
SHEET DESCRIPTION:
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-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
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 ARCH[TECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/05/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-944 A
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS).FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 6 OF 7
MIN.EMBEDMENT SUBSTRATE (( ®UL/(l(/lT^�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS IlvI
MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA , 44TH AVE.
1/4'MAX.SHIM SEE TABLE 1 OCALAFLORIDA 34474
SUBSTRATE BY OTHERS W W WCWS.CC
SEE TABLE 1 ❑ MIN.EDGE DIST.
❑
SEE TABLE 1
MIN.EMBEDMENT
SEE TABLE 1 ❑❑ 615 PVC
PERIMETER SEALANT INSTALLATION ANCHOR PICTURE WINDOW
IN INSTALLER �VA SEE TABLE 1
INSIDE AND OUT PrEl
MIN.EMBEDMENT
SEALANT BEHIND o❑❑ Q❑❑ SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER win
1/4'MAX.SHIM
�nI en
❑ Qee jai o PERIMETER SEALANT
PERIMETER SEALANT o o BY INSTALLER a
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR Y
SEALANT BEHIND SEE TABLE 1 w ro
FLANGE BY INSTALLER SEALANT BEHIND
FIN BY INSTALLER v Z
INSTALLATION ANCHORO
SEE TABLE 1 B HORIZONTAL SECTION rC1 HORIZONTAL SECTION m
7 TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N Z W
Ir 0 cr
a
Lu Ir
LU
O < U
a U
� o
1/4'MAX.SHIM < Z
SEALANT BEHIND tttit++irrr
FLANGE BY INSTALLER G� l�ttt RE IvV
rrts
PERIMETER SEALANT
BY INSTALLER
MIN.EMBEDMENT
INSIDE AND OUT :.`:J•,.::,,, p:,:5Q,)::::,C�,r;
SEE TABLE 1 :w:• •~•
• ""-"' --
SUBSTRATE BY OTHERS - ❑❑ Sj $TiAT OF
SEE TABLE 1 MIN.EDGE DIST. �''id,{i
SEE TABLE 1 ���FO R td.$•"' ���
SEALANT UNDER SCREW �A1 VERTICAL SECTION ..,��irsd`fO,NA4P�y
HEAD BY INSTALLER 7 TYPICAL SILL ANCHORAGE o❑❑ .......::t!1rrU+ltt1��............
:::.......
nn A.TU
4/3/2015
TABLE 1:APPROVED INSTALLATION FASTENERS �JIILJr LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"fTW TAPCON 1-1/2" 1-1/8' 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON V. 1" INSIDE AND OUT PH.941-380 1574
D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 7 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 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 HLTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 09/05/14
FLANGE 7/16"
T (33 KSI YIELD M" TEKS SELF-DRILLING SCREW THRU 0.060" G#: REV.:
1/8"ALUM.(6063-TS MN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-944 A
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 7 OF 7