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Product Aooroval Menu>Application Detail
FL# FL11103-R3
Application Type Revision
Code Version 2017
w` Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems In .
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(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
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
4 Validated By Steven M. Urich, PE
El Validation Checklist- Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalReDort298C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
https://floridabuilding.org/pr/pr_app_dti.aspx?paramwGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d[1/3/2018 1:09:56 PM]
Florida Building Code Online
ASTM E1996-05 2005
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
rr Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
r s
FL# Model, Number or Name Description
11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL11103 R3 II CWS-298C.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. FL11103 R3 AE EvalRenort298C.12df
Config. include OXXO, OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party: Yes
E1300-04.
Contact Its:•2601 Blair Stone Road Tallahassee FL 32399 Phon :850-487-IR24
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 e-mail address released in response to a public-records request,do not send electronic
mall 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 click here.
Product Approval Accepts:
U WON Ed
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDqttaGslp3GvutOCRBKBPq%2tDeme022TXntED%2fdomMlgZbLg%3d%3d[1/3/2018 1:09:56 PMI
U RNE R 1239 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 sija
Manufacturer: Custom Window Systems, Inc. 1900 SW 44�'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirementsProduct Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product
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-1 A, 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#17-0206.1 Ot
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.
,,��� P,NORW p4ii
. G,Q'.,
,+,`- :• No 58201
Z
�'- STATE OF :'�u 8/28/2017
�T
'•.x, Lucas A. Turner, P.E.
f.....`��G��. FL PE #58201
GENERAL NOTES: QE=M
SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
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. �L`,FLORIDA 34474
1911/8" W W W.CW S.CC
48 7/8• MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
PANEL WIDTH A3.APPROVED CONFIGURATIONS:'OXXO','OXO','XO','OX' 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
MAX --DLO -- - -1 TABLES ASTM E-1300-04e01/09.
MAX -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE,AND GLASS TABLES
HEIGHT ASTM E-1300-04e01/O9. Q o w rn W O Q
931/2' DID
86 3/8'O X X O 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE w Z z Lu O Z 0__Z�
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL C 1n Z O�3 m
PANEL DLO F-Ill Z F S
HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z 2 2 Q IY w 0 0
a b B CALCULATIONS. OO N 1F tj Z 0-P y a
C 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O Z U uj Z U-
Owpmo-
REQUIRED. -u g p O L'O
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY Q Y p
B A WELDED. w LL w o w(n w
8.SERIES/MODEL DESIGNATION:SGD-8900. a
O_ w�0 ILx>
14513/16' In
W. a '_- a 3 a
MAX UNIT WIDTH MAX UNIT WIDTH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
48 7!8' 46 X=OPERABLE SASH,O=FIXED SASH.
MAX PANEIL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
ANEL WIDTH Gp:_y�C E N SF..�Z�'•
11.EXTERNAL WEEP SLOT=1/4 x 1'LOCATED 4"FROM BOTH ENDS. v tNo 58201 .�11 Z
41 41 3/4"
GIAS•
DLO GLASS
96
96' -- - -- MAX _ DLO -_ —P% STATE OF
MAX UNIT �"O'. ,c .•4
HEIGHT HEIGHT
4
9� inO O 9T £
D ces D MAX E O X E
PANELILDLO PANEL
HEIGHT HEIGHT
p 86 3/8'
GLASS a y
DLO L
C 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
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....................1
SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96"X 96*96"
ADE 06/03/08
SECTION VIEWS OXO&XO................................ DWG O: REV.:
EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16" 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 1:33.33 1 OF 6
WI�MS
18 6 4 7 3 1 8 16 (33� 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
yy��--I� WWW.CWS.CC
U
❑ ❑ 8900 PVC
❑ ❑ SLIDING GLASS
IMPACT
a z � az3
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0 ou~i�Ua�aia
1 1 30 33 6 4 19 2 9 1 O pZ��z2jU�
SECTION B-6 Q F-�w'M
<�oFFrZz
1'OVERALL Z to W13
a p_jv_>�
3/16'TEMPERED a0 w X� W W
3/8'AIRSPACE d aCn
t1
2 li,'J P,\ 7/16•LAMINATED GLASS
�LJ 3/16'ANNEALED GLASS �5 •`O E N S•,G,Q
O. �. F'•,�i'y
ILL J;I 3 .090 SENTRY GLASS TONOPLAST INTERLAYER SS No 56201 t�11
3/16"ANNEALED GLASS
8 *; ;
❑ PAIR OF ANCHORS AT EACH CLIP.
1"' 13 ❑ SEE SHT 6 FOR SPACING STATE OF
�
s.Qp1 �O\+��
IONA
33 OUANEX DURASEAL
IG SPACER 13 PURFECTGLA GLAZE-W
SIKAFLEX 13/16"GLASS BITE
30 9/22/2017
30 r rr, 13 SECTION C-C 12 LUCAS A.TURNER,P.E.
J� 4 FIXED PANEL ATTACHMENT FL PE#58201 1239 JABARA AVE.
r
NORTH PORT,FL 34288 3
3 SHEET DESCRIPTION:PH.941-380-1574
� � — --, � 10 14 NOTE:INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE '
14 WATER INFILTRATION RESISTANCE IS REQUIRED.
� SECTION VIEWS-OXXO
31 AND GLAZING DETAIL
DRAWN BY: DATE:
1 ADE 06/03/08
3 15 ow 0: REV,
33 CWS-298 C
SETTING BLOCKS PER FBC 2411.3.3.1 SHEET
1:2.63 2 OF 6
WINDOW SYSTEPiS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
33 16 8 0 1 3 13 7 IT
6 18 25
8900 PVC
SLIDING GLASS
❑ ❑ DOOR-IMPACT
QZO
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w RwZ OFZ@
O Pw?y Z0-3:m D
" rw <mwoo
❑4 Z z=Ragw00
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Q F �LL�ZOOLLZ
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w 00�ln11WfnW
SECTION D-D (a 1(- Ar O w
o woo Wa=D >-
D_ _
Q. F-
o
N. 582D1
5 18 13 2a (7� 3 3 �� 2O) '
T7 (] 9� STATE OF X44`
a o a
oa❑ 9/22/2017
a� LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
61) i 30 33 6 2�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
SHEET
1:2.63 3 OF 6
PARTS LIST 615116.— - —y FRAME CONSTRUCTION QL
ITEM PART NO DESCRIPTION VENDOR MATERIAL 1 518,1 H-6042 FRAME,MAIN,SGD MIKRON PVC
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC SYSTEMS
3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM 4 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RALWWW.CWS.CC
, SGD MIKRON PVC 1 7/8 211/16"
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC a 1/e OCALA,FLORIDA 34474
118'
6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC DOd� L L E_�:
7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC
4
9 H-6043 ASTRAGAL,SU67 MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER TANDEM SULLIVAN STEEL 1 7/8•--1 SCREWEDA CORNERS 1 n6• 1 ne" THER DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1:10
12 P-3039 SET.BLOCK,85 DUR.1/8•X7/8•X2• FRANK LOWE RUBBER
13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION Q 3 a z p
14 P-3429 WSTP.,0.27--0-X.187,BACK FNSEAL ULTRAFAB
7 F- owo Ww O
15 P-3539 #8 X314"QUAD PHILIPS,TEK FASTENAL ZINC w z O z¢ k
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC o F-W 3>O 3.M m
3 9116' 3 9/16• 3 9/16" 0 I-w Z a 3�_
17 P-3752 CAP PLUG,1/2•HOLE M&M NYLON z z=f¢a w O
tl8• O OHO < O
18 P-3767 #10 X 1•HEX WASHER HEAD,TEK FASTENAL ZINC v U��Z a�N as
20 P 3792 3/44""K<EPER LE KR,PVC,SGD AMESBURY STEELAMESBURY S 1/8 V8" \ z O Z U vj Z j U y
-LLOOU.Z
21 P-3793 MORTISE LOCK HSBD SSL >- <3 O w M O-
22 P4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED a DO } O
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM LL(o W m a w ut w
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 a ?=a 0
0 O N ai
� x >
�
25 P4295 FOLLu
wa
D PANEL CLIP KEYMARK ALUM cr = a y
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM _ 11/16• F� a a a a
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1n 2' 21/16 I
puunn
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 518' � NO{Eyyrr�i�
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 9 .`�,,`D Q'�CENS'TG•Q�'i
30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC ?v; No 58201 t�9i
2 13176•
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16' v1s" 31N 25/8' t 15/16" vt6• .•p? � ?a•?
33 GLASS(SEE SHEET 2) 1/16
118" 90 STATE OF ;�tt/`
34 H-6044 SCREEN CHANNEL MIKRON PVC 1/8'
35 53045 SCREEEN ADAPTOR MIKRON PVC %
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM FAB ,',S$/10nn+1NO`,`
38 P4366 WSTP.,1•X 7.1•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 211116• 2-
40 P4479 WEEP HOLE COVER SUI PVC 2118• 314'
�.{ 3 1/76• 3 l-?
— 33re• I --`�-5/8• in•-�{ tom,6' 13/16• ' 13/4" - — 9/22/220-17
1 I I IL v1s• }_-
3/4• t/ts• -vtfi• LUCAS A.TURNER,P.E.
9 8 L ROLLER TRACK-1930 L — — — FL PE#58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
718' 21116' PH.941-380-1574
2 3/16"
5 1/16`OO cQ 4 3/8" 7/16• 518, SHEET DESCRIPTION:
2 1 1/a 3 BOM AND EXTRUSIONS
11n 30 9ns•
1 1/4•
L1/16" 11/8" 31 DRAWN By DATE
-lie' v16• u1s t/ts ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 ONG#:
PVC SCREEN TRACK-6041
CWS-298 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037
PVC ASTRAGAL-6043 REINF.-1726SHEET
1:2 4 6
Ir
6"MAX. �---�}--122 MAX O.C. ( 4'(TYP) WINDOW SYSTEPIS
(TYP) I I (TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
6"MAX.
(TMP) 8900 PVC
16 MAX.O.C.
(TYP) SLIDING GLASS
DOOR-IMPACT
a z 3 azo
w a03>0M3w
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Fa .= 0a
a � a x3a
`Gpy.��CENVG'P,y
v: No 58201
I I '-9? STATE OF ,
ANCHOR LAYOUT �O�F
NOTES:
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
r
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 91-
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
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 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. ONG p. V,;
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),FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS). SCALE- SHEET
1.20 5OF6
TYPICAL HEAD ANCHORAGE
2 7/16"MIN. MIN.EDGE DIST. 114'MAX.SHIM
SEE TABLE I WINDOW SYSTEMS
NTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CW S.CC
LSEETABLE1
E BY OTHERS MIN.EMBEDMENT
SEE TABLE 1
8900 PVC
PERIMETER SEALANT l.--J a 114'MAX.SHIM SLIDING GLASS
BYINSTALLER I DOOR-IMPACT
INSIDE AND OUT uh
2 7/16"MIN.
a i 3 azo
F- OwO
aWO
INTERIOR W z O z W
INSTALLATION ANCHOR O LL F-W 3 Z O�M m
SEE TABLE T Z z=2QXWOO
MIN.EDGE DIST. O OHO tj Q=F C
SEE TABLE I O U y H-z 0- a.
SEALANT BETWEEN 1/)Z
SILL RISER AND FRAME JJJ O Z U' O- ~6-
BYINSTALLER O Z U�Z p LL U
PERIMETER SEALANT BY INSTALLER w Q O FW-O T O-
o INSIDE AND OUT Q O-Z uj
PERIMETER SEALANT Q QO f�! SUBSTRATE BY OTHERS W O O >O W to W
BYINSTALLER U
INSIDE AND OUT SEE TABLE 1 D W O�0)F
DO NOT COVER a
WEEP HOLES /.n \HORIZONTAL SECTION � 2~(r W w v)
MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE a a a
SUBSTRASEE TABLE 1
SEE ABLEIBYOTHERS INSTALLATION ANCHOR
SEE TABLE 1 6
TWO ANCHORS PER :VP•.•�\OEN$ .,Q,)��,
SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. FIXED CUP THROUGH No 58201 t�-
EAD BY INSTALLER MIN, SEE TABLE 1 PRE-DRILLED HOLES *. {
A VERTICAL SECTION 1/4'MAX.SHIM
6 TYPICAL SILL ANCHORAGE FIXED PANEL '.p t TATE Of .:��
MIN.EMBEDMENT
SEE TABLE 1 �!�SS/ONA\�f-?``�,
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL
SUBSTRATE TYPE ANCHOR TYPE MI .EMBEDMENT MIN.EDGE DIST. 12" EDGE DIST.
'� SEE TABLE 1
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 3"
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-314" 1' ;KZ
Z
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3' 9/22/2017
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2' 17
MAXX..
O.C. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318" 1' FL PE#58201
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 1" 1239 JABARA AVE.
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16' CLIP ANCHORS MUST PH.941-380-1574
BE LOCATED A MINIMUM SHEET DESCRIPTION:
118'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY
118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 1 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND
FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS
CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) rC HORIZONTAL SECTION ADE 06/03/08
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG e:
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)
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. 12.67 6 OF 6