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FI!�rida MAR._
�4_ Product Approval
'� USER:Public User
ST. Lucie County, Permi!r;--
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Product Aooroval Menu>Application Detail
FL# FL11103-R3
'
w"' Application Type Revision
t Code Version 2017
„ r Application Status Approved
}
orl
- Comments
Archived Q
i Product Manufacturer Custom Window Systems In .
Address/Phone/Email 1900 SW 44th Avenue
]pppx Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
I �
Authorized Signature Kevin Pine
r kpine@cws.cc
(? Technical Representative Jay Lathrop
{ Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
2 (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 Exterior Doors
„= Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report Hardcopy Received
s Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
a'
Florida License PE-58201
9 Quality Assurance Entity Keystone Certifications, Inc.
! Quality Assurance Contract Expiration Date 07/21/2020
{ Validated By Steven M. Urich, PE
[ :1
'# ❑� Validation Checklist- Hardcopy Received
i
*k Certificate of Independence FL11103 R3 COI Eva]Report298C.pdf
! Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA 101/LS.2/A440-05 2005
Xw, ASTM E1886-05 2005
41
hops:i/floridabuilding.orglprrpr_app dtl.aspx?param=wGEV7XQwtDgtt,iGslp3GvutOCRBKBPq%2fDeme0271XmED%2fdomMIgZbLg%3d%3d[V312018 1:09:56 PM]
1 Florida Building Code Online
ASTM E1996-05 2005
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
fi x
Sections from the Code
s0 Q,
# Product Approval Method Method 1 Option D
( t,
r
f Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
s FC# Model,,iyumber or Name. Description
" 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
�� `
CN 7
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F 1.1103 R3 II CWS-298CC.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
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'. FL1.1.103 R3 AE Eva[Report298Gpdf
I`. a Config, include OXXO, OXO, OX,XO. Glass complies to ASTM Created by Independent Third Party: Yes I
"a i E1300-04.
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a
ttt "" Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyriaht 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 mall,if you have any questions,please contact 850.487.1395. Pursuant to Section
vol 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.,
f please click hergy
sF' Product Approval Accepts:
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https:Afloridabuilding.org/pdpr_app_dtl.aspx?param=wGEVJiQwtDgttaGslp3GvtitOCRBKBPq%2fDeme022TXmED%2filoinMIgZbLg%3dio3d[1/3/2018 1:09:56 P.%9]
TT T�l�T�� 1239 Jabara Ave.
A.J 1�1 North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. 429779
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`''
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 Cales. to support CWS-298C,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-2980.
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#14-0916.11'
• Requires Quanex(Milson)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''Ed. (2017)Florida Building Code for use in.this product.
Certification of Independence: I do not have, 11or 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.
t�Er+artrrl,�
+,mow�s• ,``Ci��'`d��`,�'•`�i!_r�i
u : s �J•
r3 8/28/2017
�� • it1r,.-� Lucas A. Turner, P.E.
�•••�•• 'tCa ` FL PE 458201
_.--_...............
GENERAL NOTES:
SLIDING GLASS DOOR - IMPACT
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND
WIN�UU(y
TEMS
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
191118"
www.cws.cc
MAX UNIT WIDTH
48 718' 2.GLAZING DETAIL:(SEE SHEET 2)
MAX
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC
__ ____ _-_._-�.._.-_......._
41 314 4.DESIGN PRESSURES: SLIDING GLASS
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
uNl'r I INFILTRATION TEST PRESSURE,AND GLASS TABLES z
HEIGHT ASTM E-1300-04e01/09. Fa-- p w 0 <I w-0 p
931/2" 86 3/8'O X X O W Z O Z "lz?Fw--
MAX B GLASS B 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE w z o } -_ m
PANEL DLO DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL "_ F_w Z F-�g"F
HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR z z x 2 e m w O O
a g CALCULATIONS. O O A F-�j a F-U)a
a 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT z p C9 :D z U
I O REQUIRED. ¢ z LL 2 Z
F- U
g } ¢�Ow-x0Z
--- 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY w Z
H
A a)
6 A WELDED. EE U-9 0"Cr
8.SERIES/MODEL DESIGNATION:SGD-8900. o
O w~w wO��
96 �a x o w
145 13/16" MAX UNIT WIDTH 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
MAX UNIT WIDTH r 48 X=OPERABLE SASH,O=FIXED SASH. �„'uuuu"I
afi na Max ��� �NrRF 4N T.e,.
MAX FPANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. �` ,�;..........
ANEL WIDTH �y
II I
............._.._.__-_-._ ____....___.__._.___ 11.EXTERNAL WEEP SLOT=1/4x 1"LOCATED 4"FROM BOTH ENDS.
GLAS" GLASS
DLO 96" DLO
MAX -- - -- I UN T - -- '; y Ot STATE
UNIT I I '�1
HEIGHT 4 I HEIGHT ��(PsS 00 R
I i /
931/2" ! 86318"O i O 93 112 �ll�nfe���#��
MAX D I GLASS D MAX E O X E
PANEL 1 DLO I PANEL
HEIGHT HEIGHT 116
GLASS G1
ULO
z�
CC _.—___-:_:-.. 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-360-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE X. IMPACT RATINGMAPANEL DESIGN PRESSURE ELEVATIONS
-.-- ---- --:.------- --
DRAWN 6Y: DA/L-:
GENERAL NOTES&ELEVATIONS.....................1 SIZE RATING ADE 06/03108
SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96"x 96"
SECTION VIEWS OXO&XO................................3 DWG:: REV.:
EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" 8-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5 SHEET
INSTALLATION DETAILS.....................................6 OXXO 191-1/8"X 96" SHEET
1 OF 6
r
----- --.......-...-...........-----.._...
0yff
MNDOW SYSTEMS
25 18 26 4 7 3 21 22 20 8 1G 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
® Q I !. !
El 8900 PVC
❑ F� ❑ SLIDING GLASS
DOOR-IMPACT
Qa ! 6 ! ! ! I oWo NW°o
Q o
zJ w zoz 11-K?FW
Q Q0�>OD-3;m
wF-W Z F-?.>g 2
G.1 Z Z22aQ�WUO
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1 1 30 33 6 4 19 2 9 1 O Z0ZOOZO0-
SECTION B-B Q;:2=O z
F 0FY
00�U�
17 1"OVERALL 2 Z W O (0 FW
1 3116"TEMPERED w =� w c O }O w l-O w= U)
�iT frr 318"AIRSPACE d F- d c d
7116"LAMINATED GLASS ��.J�1p10R81Q��Tb�.�
f X111 4 3/16"ANNEALED GLASSO� Ck.
.090 SENTRY GLASS IONOPLASTINTERLAYER �'�' ••'t3
Nn 55201 :�
3/16`ANNEALED GLASS
12 PAIR OF ANCHORS AT EACH CLIP. u:
!` LLD — 13 F1SEE SHT 6 FOR SPACING +STATE. OF":tt`
33 1 t
® QUANEX DURASEAL
(� IG SPACER 13 PURFECT GLAZE"H"
IUI SIKAFLEX 552
na 13116"GLASS BITE ��
9/22/2017
?3
' f1j SECTION C-C 12 - LUCAS A.TURNER,P.E.
30 Jr - 1 FIXED PANEL ATTACHMENT FL PE#58201
- 4 1239 JABARA AVE.
rr L1 NORTH PORT,FL 34288
r I 3 4 PK 941-380-1574
37 ! J 14 NOTE:
L_—� � 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION:
i I 14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
31--
'I J. AND GLAZING DETAIL
7 DRAYJN BY: UAT E:
1 �q ADE 06/03/08
L�
15 DWG:: REV.:
3
1:1.33 CWS-298 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
...................... .......... .......
Wi1
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
33 16 8 20 2 1 3 13 7 24 6 18 5
8900 PVC
SLIDING GLASS
❑ El DOOR-IMPACT
El El
17-71 z �: <Z3�
0 wwoci
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w zoz
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LL 0�0
SECTION D-D U)w w O!g co
0 w F-
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�t w
m Of-a
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caa�a,,tLtIfJf(l,,
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9/2212017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
1 30 33 6 24 19 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
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
PARTS LIST 515/16" FRAME CONSTRUCTION
ITEM PART NO.DESCRIPTION VENDOR MATERIAL I 1 518^ F- �m
1 H•6042 FRAh1E,MAIN,SGD MIKRON PVC
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 0 1 W NDOW SYSTEMS
3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUMh 4 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 17/8" U (} 211/16^ OCALA,FLORIDA 34474
Ll 118 1/8° W W W.CWS.CC
5 H-6059 PANELS IDE RAIL,SGD MIKRON PVC (�}rj=r Ro(� `
6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC LLJJ II�—JJ LL_J1
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 STEEL1 7/8° 17/8" —1 7!8 FRAME CORNERS
11 P-3342 SEAM SEALER,SM-5504 SCHNEE I SCREWED TOGETHER DOOR-IMPACT
O4
1:10 J
12 P-3039 SET.BLOCK,85 DUR,1/8"X718"X2" FRANK LO WE RUBBER 6
13 P3438 SIKAFLEX.552 OR PURFECT GLAZE"H" SIKA/HENKEL VENT CONSTRUCTION 4 Z ¢z
z
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 I Z w w o ¢W 0 w
15 P-3539 #8 X 3/4"QUAD PHILIPS,TEK FASTENAL ZINC w z O z D_K F
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9116' 3 9/16" 3 9116" o F w z a p
17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON t/g• O O F=-O a Q W 0 0
18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC [1,
V V co F-z a-P u)a20 P-3792 3/19 P-3789 04CKEEPERDLE KIT,PVC,SGD AMESBURY AMESBURY SSSEL t/8" 1/8° \ a z V U)zp LL21 P3793 MORTISE LOCK HS&D SS _ >• a�O W-=O
22 P-4136 #10 x 2,PAN HEAD PHIL SMS FASTENAL STEEL C � U)0 p
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w 0 o m o w 9 w
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM =
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 a z=d �O�Ui
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 0 ~_ 0 ��w ut
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16" !- a a
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2 2-- 2 1/16"-
28 5-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM t 518" yf9REk'14,
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM e 26 � 9 ��`��:� TG
30 St3037 I GLAZING BEAD 1.00",SGD MIKRON PVCFF
Z'�" No 552;11 "•1���
31 S•6041 TRACK,SCREEN,SGD MIKRON PVC -0 213/16"
32 S-6046 SUPPORTWELD,SGD MIKRON PVC 3V16" 1/16" 31/16" 25/8• 115/16" 1116
33 GLASS(SEE SHEET 2) L11
t!8° 51 ATE OF34 H-6044 SCREEN CHANNEL MIKRON PVC 118" 1/16" fi35 S-6045 SCREEEN ADAPTOR MIKRON PVC %���'•.
37 S-1764 278 SILLLL THRESHOLD COVER(8900) KEYMARK ALUM 1— � �FAB ���4SlOM1(ii
38 P-4366 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" 3/4"
40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/8"--- /4 �2•
32 ��
3318"�..{ 1 3/8" 27
o�I 518" 1/2"x{ 35 L _ -1116" 13/1+6• ———
I 1 3/a^ 9/22/2017
28 311E 1;16 ROLLER TRACK-1930 1/16 _ __ LUCAS
L FL A.
TU#RNER,P.E.
PVC SCREEN ADAPTOR-6045 58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
718" 2 3116-12 1/16" PH.941-380-1574
----2 3/16"—• SHEET DESCRIPTION:
4 3!8' 1/8" 7716 (+ 518°
2 1 1/8 3 I BOM AND EXTRUSIONS
1 i!4• I Lir 30 9;16"
1 —1116" ! 1 1/$' � 31 URAVJN dY: �DATE:
1-- 1116° —1/16"
1!8 FIXED PNL SUPPORT 1722 --I 1/16" ADE 06/03!08
-
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG C: REV.:
ooF�l�oo CWS-298 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE:
PVC ASTRAGAL-6043 REINF.-1726 SHEET
1:2 4 OF 6
r —$"(TYP) V- (SCYAY(Yl!!/UU1l�
- llll //II
6"MAX. AX O.C. I --a"(TYP) WINDOW SYSTEMS
(TYP) I I (TYP) I r I I 1900 SW 44TH AVE.
_.._....._.._—___.._... OCALA,FLORIDA 34474
----" - --- WWW.CWS.CC
6"MAX. 8900 PVC
(TMP) 18"MAX.O.C.
(TYP) I SLIDING GLASS
DOOR-IMPACT
I
-i 'z ?: azZ
raw0 ¢woo
0 ZWz >-OX3:rkwm
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Z Zxm¢xw00
0 Z� Otn1--za-z Z r 7 UJ
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I I I �'P STATE OF Li
ANCHOR LAYOUT .',C� =O P
NOTES: i�rssrOM;ltol,�```
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. 7
r
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 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.
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, 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
BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. _—._._....;_........._._._____._...
DRAWN Y. +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 x: 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-298 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS). SCALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
27/16"MIN. MIN.EDGE DIST. 1/4'MAX.SHIM TEMS
SEE TABLE 1 WINDOW SYSTEPiS
L .J
NTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
_..._._..... _.....---"----�
SEE TABLE 1 OCALA,FLORIDA 34474
WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1
�-I ^= { �] 8900 PVC
PERIMETER SEALANT D7aJQ L_ ❑ � LI - GLASS
114'MAX.SHIM DDOORR-IMPACT
BYNSTALLER
INSIDE AND OUT 2 7/16"MIN.
(� a z ¢Z0
r aw0 Qwo❑
INTERIOR o QOnz}0of3m
INSTALLATION ANCHOR u- F-w Z 1-3:2=
SEE TABLE 1 0 50 MIN.EDGE DIST, p p r p V Q=O m
SEE TABLE 1 U U0_1-ZahCOa
SEALANT BETWEEN � Z ZO ]-Z?U U)
SILL RISER AND FRAME
Q n BY INSTALLER a F co-
p O u-Z
If9J u } Q�;: W-=O-
/�
PERIMETER SEALANT 8Y INSTALLER - Q O r j U~z v7
P I1 INSIDE AND OUT }O O g
PERIMETER SEALANT-� f Q �❑ �L7 SUBSTRATE BY OTHERS W Ow O w to O W m W
BY INSTALLER SEE TABLE 1 ?-a
INSIDE AND OUT p, =W E O W>
DO NOT COVER p w I-O d= }
B HORIZONTAL SECTION _ w w 10
WEEP HOLES MIN.EMBEDMENT 6 TYPICAL JAIVIB ANCHORAGE D_ ~ O' ir O.
SEE TABLE 1
SUBSTRATSEE TABLEE BY OTHERS INSTALLATION ANCHOR ������.N� S..... ����
SEE TABLE 1
TWO ANCHORS PER
I FIXED CLIP THROUGH No 55281 �-�
SEALANT UNDER SCREW 27/16' MIN.EDGE DIST, PRE-DRILLED HOLES
HEAD BY INSTALLER MIN. SEE TABLE 1
114"MAX.SHIM
�1 VERTICAL SECTION 1+: S --.i
6 TYPICAL SILL ANCHORAGE MIN.EMBEDMENT "f '' (p
SEE TABLE 1
i
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL
EDGE DIST.
SUBSTRATE TYPE ANCHOR TYPE MI . MBEDMENT MIN.EDGE DIST. 12" SEE TABLE I
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON V 3"
xz
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-314" 1" 9/22J2017
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 3" 17 7/6^ I
HOLLOW OR GROUT CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" MAX.O.CJ I LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 1" FL PE#58201
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" 1239 JABARA AVE.
16 GAUGE(0.060")MIN.STEEL STUD 410-16 HILTI KW IK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,- 34288
7/16" CLIP ANCHORS MUST PH.941-360-11574
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3'AWAY
1/8"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:
l
CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON 1" 3" INSTALLATION ----L BRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) --r— C HORIZONTAL SECTION ADE 06/03/08
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6DWG_': REV.:
FIXED PANEL ANCHORAGE
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) I ` 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