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Product ApprQva[ RECEIVED
0 ,USER:Public Userdbpr
JAN 10 2019.
Product Approval Menu>Application Detail
_ FL# FL11103-R3 ST. Lucie County, Permitting
3 Application Type Revision
Code Version 2017
s Application Status Approved
Comments
x ".E Archived PY
k a
tet* Product Manufacturer Custom Window Systems In
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
` } kpine@cws.cc
a - x Authorized Signature Kevin Pine
ikpine@cws.cc
xf ,4�
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
� y
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
x , amonteverde@cws.cc
g„ y Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
a
Professional-Engineer
Evaluation Report-Hardcopy Received
7{3�
Florida Engineer or Architect Name who developed the Lucas A.Turner
a3$ 1 <
-= Evaluation Report;.
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
i�
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
ate �y; Certificate of Independence FLt i i 03 R3 COI EvalReport298C odf
_ v Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
haps://(loridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgttaGstp3GvutOCRBKBPq%2fDemeO22TXmED°/2fdomMIgZbLg%3d°/`3d[1/3/2018 1:09:56 PM]
y
Florida Building Code Online
ASTM E1996-05 2005
a
b TAS 201/202/203 1994
.lf
Equivalence of Product Standards
yy Certified By
Sections from the Code
v Product Approval Method Method 1 Option D
F1 c
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
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77"-
FL#"a Model,Number or Name'""' Description "
11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
f Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C.Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
`r Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, DP= +/-60 psf, Max. panel size 4'x 8'. FL11103 R3 AE EvalReoort298C.Pddf_
Config. include OXXO, OXO, OX,XO. Glass complies to ASTM Created by Independent Third Party:Yes
E1300-04.
FM W
Contact IN:•9601 Blair Stone Road Tallahassee FL 32399 Phone,850-487-1824
x,
The State of Florida is an AA/EEO employer,Copyright 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 a-mall address released in response to a public-records request,do not send electronic
a 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
�
' s;^ 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
as " 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.,
s
please click here.
' Product Approval Accepts:
NO
Credit Card
Safe
https:ffloridabuilding.org/pr/pr_app_cid.aspx7param=vGEVXQwtDgttaGsIp3GvutOCRBKBPq%2II)emeO22TXmED%2fdomMIgZbLg%3d%3d[1/3/2018 1:09:56 PM]
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 298C
August 28, 2017
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`''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 1
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-298C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3956-1 and-IA, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-
2008,and ASTM E 1886/1996 2005
4) Supplemental Calcs. to support CWS-298C,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-298C.
Limitations of Use: This product:
• May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max. door height),with glass types and
max. glass daylight sizes as shown in CWS-298C
• Achieves design pressures of+/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA#14-0916.1 It
• Requires Quanex(Mikron)white rigid PVC framing per NOA#17-0206.1Ot
t 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.
`���tti�r►rtaj�
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r • �
r
STATE OF ;ttr. 8/28/2017
4N 04, D'••'� Lucas A. Turner P.E.
♦�rrfi� ['p � . ,`�+ FL PE#58201
SLIDING GLASS DOOR - IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE.
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
1911/8" W W W.CW S.CC
MAX UNIT WIDTH
4g 7/g^ 2.GLAZING DETAIL:(SEE SHEET 2)
MAX
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO",'OXO","XO",°OX" 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
413/4 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96. GLASS I TABLES ASTM E-1300-04e01109.
MAX __DLO __ _ _ I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES Z ¢ 3:HEIGHT O X X O ASTM E-1300-04e01/09. Z w w Q a W 00 of w
93 1/2' 86 3/8" S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE w Z O Z
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL LL o r w z O m
PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z=2 Q w w p p
HEIGHT O 0 F O Q
a b g CALCULATIONS. U 0 F-Z a P cn a
so Z Z) ZF�CO
C 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT ZQ O Z U U)Z Z)U-
6 REQUIRED. } F— 2 0 z
r g¢oFI=tZ
A 7 ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY w wO p U)
A =o w m w
6 Zrnw 0�U)F_
8.SERIES/MODEL DESIGNATION:SGD-8900. p w~0 w=
�' _
14513116" 9T 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: D_ F-
MAX
D
MAX UNIT WIDTH
48 718" �j MAX UNIT WIDTH 48 X=OPERABLE SASH,O=FIXED SASH.
MAX
MAX I PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. `� 5,.`GE�j.. Gp
ANEL WIDTH
11.EXTERNAL WEEP SLOT=1/4 x 1'LOCATED 4'FROM BOTH ENDS. �v"' No 58201
41
413/4"SS k7 S*=
GLAS" GLASS
96" __DLO _ __ iT� .........
_ DLO
UNIT
UNIT
T
HEIGHT931!2" 863/8-0 O 93112fuugstt,`
"
MAx D GLASS D MAX E O X E r/r
PANEL DLO PANEL
HEIGHT HEIGHT
GLASS y
DLO L
C L L* C 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
FCON�FIG. MAX. UNIT SIZE SIZE RATINGIMPACT RATINGDRAWN BY: GATE:
GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL.....2 96"X 96" DWG p: REV.:SECTION VIEWS OXO&XO................................3EXTRUSIONS&B.O.M.........................................4 145-13/16"x 96" 8-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT cws-29s c
ANCHOR SCHEDULE&NOTES............................5 �� „ SCALE: SHEET
INSTALLATION DETAILS.....................................6 OXXO 191-1/8"X 96 1:33.33 I 1 OF 6
VANDOW SYSTEMS
1900 SW 44TH AVE.
5 18 26 4 7 3 21 0 8 16 33 OCALA,FLORID 34474
WWW.CWS.CC
� U
❑ I I ❑ 8900 PVC
❑ a ❑ SLIDING GLASS
a 6 a DOOR-IMPACT
nb o o �n
IJ dJ a ? ¢z�
z❑ ❑wO `'wp0� o 00 �❑ W zoz C�r?w
❑ Qcn�>.oR�m
Qo a� Z z2�Q[YW0p
Lo) oai°zar=-'.a
1 1 30 33 6 4 19 2 9 1 Q OZV�Z=ON
SECTION B-B } ~¢��'pw��0z
U) z
171'OVERALL w LL 0:rn❑w U)w
1 �-73116'TEMPERED 0 Z=D. IY O >-
_ a.
Q �OnO Li6Q ~ W W U),T err V 318"AIRSPACE D. F- D' Ix D.
2 rJl� 11\� 7/16"LAMINATED GLASS `o10'.NOREW 114.
f S I ~® 3116'ANNEALED GLASS GQ�?.yVO ENSF G;p 4,
23 �Q .090 SENTRY GLASS TONOPLAST INTERLAYER :v No 58201 w
�-= 8
3/16'ANNEALED GLASS * ,
n� 12 ❑ PAIR OF ANCHORS AT EACH CLIP.
Lo 13 SEE SHT 6 FOR SPACING
❑ ��i��F':,COR 1 OP'Q�c��
33
QUANEX DURASEAL
IG SPACER 13 P=CT GLAZE'H"
SIKAFLEX 552
13/16"GLASS BITE
3a - 9!22/2017
r" T.r, 13 SECTION C-C 12 LUCAS A.TURNER,P.E.
30 J, 1 FIXED PANEL ATTACHMENT FL PE#58201
� T4 1239 JABARA AVE.
f� rT NORTH PORT,FL 34288
3
PH.941-380-1574
14
37 14—? NOT 10INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION:
t( WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
14 AND GLAZING DETAIL
31 Q i 7
�fa �❑� DRAWN BY: DATE:
ADE 06/03/08
DWG L: REV.:
3 15
1:1.33 CWS-298 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
I
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
33 16 8 20 2 1 3 13 7 4 26 18 5
8900 PVC
CDsEmpo a `� o El SLIDING GLASS
❑J Ti =
a DOOR-IMPACT
❑ 0 6 a o ¢ z3: <Z3:
Q
wod
0 Z0§>-um5m
LL �w�Z�--�:gx
❑oo a rr�7 Z Z20Q<wpp
O OF-OZ d
fn Fwd
Z p 7 uj:j D
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Y 43Qpwg2OZ
1 2 9 35 34 (9 4 6 30 12 Q xK}Yj:Z,6
W 00 of U)OwlnW
SECTION D-D a z a O ��
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W=SU)
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p0%'WREW ff!i,
o P W TG
�G E tJ g•.�Q
v No 59201 ••
25 18 6 13 4 7 33 23
o Q 90. STATE OF :�tU�
a Q 8
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
1 1 30 33 6 4 19 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.:
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C
scALE: SHEET
1:2.63 3 OF 6
PARTS LIST 515/16" -{ FRAME CONSTRUCTION ((/J��//]( //J) •
ITEM PART NO DESCRIPTION VENDOR MATERIAL �(yChp11LK!//UU(1
rm
1 H-6042 FRAME,MAIN,SGD MIKRON PVC 1 5�/8" f-
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WINDOW SYSTEMS
3 S-1722 SUPPORTBLOCK,FIXED,SGD KEYMARK ALUM 0h 24 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 17/8" 1!8"0 r} 211/16• 118" WWW,CWS.CCA34474
II LI
5 H-60PANEL SIDE RAIL,SGD MIKRON PVC ���(�-�o1-I��❑�lo� I k 6 H-603333 PANEL,INTERLOCK,FIXED MIKRON PVC LJI�LJ LJ L
7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC
9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL -1718—{ 1 718"---{ 1 7/e�{ FRAME CORNERS DOOR-IMPACT
11 P-3342 SEAM SEALER SM-5504 SCHNEE I I I SCREWED TOGETHER
12 P-3039 SET.BLOCK,85 DUR 1/8"X718'X2" FRANK LOWE RUBBER
1:10
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION ¢ <Z0
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 Z w w p ¢w w
15 P-3539 98 X314'QUAD PHILIPS,TEK FASTENAL ZINC o Z O Z y O r-z m
16 P-3557 910 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9116• 3 9/16" 3 9116" LL F w Z r� _
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 118^ O O I=-O¢¢w O O
18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC U U I-z a F d
20 P-3792 3/19 P-3789 4"KEEPER LE KIT,PVC,SGD AMESBURY AMESBURY STEEL SS118" 118 \ Q O Z O rn z O IL O
21 P-3793 MORTISE LOCK HS&D SSL w ¢3 p w F O?
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL F }j O
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED O 0
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w LL rn o w m w
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM. 1'10 a Z=wa O0 JO u
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 0 =t 0 w W m
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11116• f� a F- a IX a
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2" 2" 21/16'
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 8 5 t 518'�I 9 ���%%* , DREW,T�+++
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM I ��py.•�CENg'•_•Q+i
30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC 26 L_ j_@ JGt� F ••� ?
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16' ��; No 58201 =�
32 S-6046 SUPPORTWELD,SGD MIKRON PVC 33/16" 1116• 31/16" 25/8" 115/16" 1/16' �pi
33 GLASS(SEE SHEET2)
34 H-6044 SCREEN CHANNEL MIKRON PVC 118' 1/16" 118" 'O. STATE OF P4
35 S-6045 SCREEEN ADAPTOR MIKRON PVC
36 P-4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB L +�+i'SS+��., NO��
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM
38 P�366 WSTP.,1"X7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737
39 P-3302 WSTP.,0.330"X0.187"BACK FIN ULTRAFAB 211/16,J 2"
40 P-4479 IWEEP HOLE COVER SULLIVAN PVC I 2 118" 3//4---'
37 1116" ir
3318"—^15I8" 112- 35 1 3/8' 13/16' 7 I9/ZZ/ZO17
Ttns• RO LERL TRACK-1930 1314314 1116' • LUCAS A.TURNER,P.E.
}_ L ——— FL PE#58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
718" 2 1116^ PH.941-380-1574
2 3/16" SHEET DESCRIPTION:
51/16'OO �= 4 3/8' 7/16' 5/8"
2 1 1/a 118" 3 BOM AND EXTRUSIONS
1 v2' 1/16"34 11/4• FIXED PNL SUPPORT-1722 30 9/16-L 1116 Lic
1 118' 31 DRAWN BY: DATE:
Ire � 1/16'
1/16" ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#:d L. ,
oogoo CWS-298 C
' PVC ASTRAGAL-6043 REINF.-1726
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALe: SHEET
1:2 4 OF 6
MAX. ♦• -y-TMP)Ax o.c. I a"(TYP)
WINDOW SYSTEMS
(T
(TYP) � I I 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-— wWW.CWS.CC
T
( 8900 PVC
(TMP)P) 18'MAX.O.C.
(TYP) SLIDING GLASS
DOOR-IMPACT
I
a z �: <Z�:
�w0 Qwoo
rgw
o_ z0z>oo -m
U- I-w�zF 3�x
Z zx:RaWWpO
0Ov-Od<MIfaf
Z 0 j?Z?UtA
6 PZO�Z z
Z
Z U)O w U)W
p w�0 aiof
�N
a D m�'a
ttttLLtrhrr!
�, �110RE W
?S: No 58201 •�i�:
STATE OF :40
ANCHOR LAYOUT '���r('�S•COR 1�P'P\�
NOTES: �rfirslONl oil%
1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ'D 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. 9/2`2/2017
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 BE LUCAS A.TURNER,P.E.
PROTECTED TO PREVENT REACTION. FL PE#58201
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 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288
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. INSTALLATIONS SHEET DESCRIPTION:
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS ANCHOR SCHEDULE AND
BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"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. ADE 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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: 9WS-298 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). SCALE: SHEET
120 5OF6
TYPICAL HEAD ANCHORAGE
2 7/16'MIN. MIN.EDGE DIST. 114'MAX.SHIM 1lllllll////ILII
SEE TABLE 1 WINDOW SYSTEPIS
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CW S.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1
-� 77 I-I 8900 PVC
PERIMETER SEALANT IS _E �Q�1/4'MAX.SHIM SLIDING GLASS
BY INSTALLER �o u ❑ DOOR-IMPACT
INSIDE AND OUT t 2 7/16"MIN. '
if/ u Q Z QZo
F o w 0 Q W 0p 0
INTERIOR p Z OO Z o'�z~
Qtq�}OIt3:m
INSTALLATION ANCHOR LL F W Z F-3:-s_
SEE TABLET Z Z=2QO_W00
MIN.EDGE DIST. O 0 F-O U Q=F-Of
SEE TABLE U y
0E- F.-uO.
j
SEALANT BETWEEN -( p Z- Z O.Z F=cn
SILL RISER AND FRAME I Z p O` U Uj 0 p-
BY INSTALLER J Q H?'2 0 O tL Z
PERIMETER SEALANT BY INSTALLER re 2 O H F H O-
U3 0
PERIMETER SEALANT INSIDE AND OUT SUBSTRATE BY OTHERS w 0 w>0 W m W
BY INSTALLER �� �a � SEE TABLE 1 Z Ill
-
INSIDE AND OUT O2 =O- Q.0
DO NOT COVER B HORIZONTAL SECTION of _~� w W}
D:y
WEEP HOLES MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE o. F- o_ � D-
SEE TABLE 1
SEE TABLESUBSTRATE BY OTHERS INSTALLATION ANCHOR Pt;10REW`T�,��
SEE TABLE 1 �� 5••(`,E N •Q 4
TWO ANCHORS PER _VP:"'\ SF•_• y�
FIXED CLIP THROUGH , No 56201 •t
SEALANT UNDER SCREW 2 7/16" MIN.EDGE DIST. PRE-DRILLED HOLES
HEAD BY INSTALLER MIN. SEE TABLE 1
A VERTICAL SECTION 1!4'MAX.SHIM �9; STATE OF &V
6 TYPICAL SILL ANCHORAGE FIXED PANEL r 0c.,A' P •��
MIN.EMBEDMENT �i� '.COR 1 d•.•'"\��`
/ SEE TABLE I sis`S�......6�Op�
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL
EDGE DIST.
SUBSTRATE TYPE ANCHOR TYPE MI MBEDMENT MIN.EDGE DIST. 12" SEE TABLE 1
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 3' �z
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" ❑
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1- 3" 912212017
17 7/8
HOLLOW OR GROUT-FILLED CMU(ASTM G90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1' FL PE#58201
1239 JABARA AVE.
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 1" NORTH PORT,FL 34288
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILT]KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP PH.941-380-1574
(33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST
BE LOCATED A MINIMUM SHEET DESCRIPTION:
118"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND
ANCHOR. ELEVATIONS
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON V. 3" INSTALLATION DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) I I ANCHOR(TYP) ADE 06/03/08
/_�HORIZONTAL SECTION
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG K: REV.:
CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 C
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCALE: SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6