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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL11103-R3 RECEIVED
Application Type Revision
Code Version 2017 JUN 112018
Application Status Approved
ST. Lucie CaUnty, Permitting
Comments
Archived 0
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Aven
Ocala,FL 34474
(352)368-6922 E 245 COPY
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay 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
.rO 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
R Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R3 COI EvalReport298C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1886-05 2005
ASTM E1996-05 2005
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floHdabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDq taGsip3GvutOCRBKBPq°/p2fDemeO22TXmEDp/o2fdomMigZbLg%3d`/o3d 1/2
1/4/2018 Florida Building Code Online
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
SummarV of Products
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 EvaiReport298C.pdf
Config. include OXXO,OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party:Yes
E1300-04.
back iNeat
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 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
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 emalls 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:
® eChesk
NOLA
Credit=Card
f Safe� i
https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgfaGsip3GvutOCRBKBPq%2fDemeO22TXmED%2fdomMIgZbLg%3d%3d 2/2
URNER 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 size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW 441'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`h
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-lA,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 Of
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.
Lucas ?w ' No 1
Turner
2017-08-30 "' ' `
•, 'STATra of .•�(1 lu#� 8/28/2017
16:05+20:00 '��Q;-,N M.:s o R t® . �1�y�. Lucas A. Turner, P.E.
••••••••' .� FL PE#58201
��4`�`8O,fV ►���;
SLIDING GLASS DOOR - IMPACT GENERAL NOTES: a0lbm.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
191118" W W W.CW S.CC
487/8° MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OxxO°,"OXO","XO","OX" 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
41 3/4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96" GLASS I TABLES ASTM E-1300-04e01/09.
MAX __DLO __ _ _i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT RAT O
HEIGHT ASTM TEST PRESSURE,AND GLASS TABLES 9. z W O w 0 d
QF Z
931/2° 86 318" X X O 5ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE w Z O z D=F-F"
im
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL F w 3 Z O-3 N
.
NFE
PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z 2 Q
HEIGHT a p B CALCULATIONS. 0 V OF U a.H rn IL
6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT z O O o vi U
8 REQUIRED. } F- u W 0 2O LLZ
30
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY Q c 6 U F-Z�
e A WELDED. Z 0)w 0 w�w
cn
8.SERIES/MODEL DESIGNATION:SGD-8900. a
p WHO w3:
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: D ~ D 3 IL
145 13/16' 96'
MAX UNITWIDTH
MAX UNIT WIDTH X=OPERABLE SASH,O=FOXED SASH. auusu.
48718 MAXMAX 4 . 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ���`,5 P<VORE�f f!.,.
G�'0
PANEL WIDTH Q.; \CENg'�.� 0
PANEL WIDTH �V. �. F•.y.
11.EXTERNAL W EEP SLOT=1/4 x 1"LOCATED 4°FROM BOTH ENDS. No 58201 t�-A
41 3/4°
41 3/4° GLASS
GLASS 96° DLO �¢z
g9 __DLO _ __ UNIT
_ _ __ =p0 STATE OF ;*W:
UNIT HEIGHT ,'��CC'�4 O R 10 P,:N%,%
HEIG 931/2° 86 3/8"O X O 931/2
',,�+SS�0NA ��G`•
r PANEL D gloss D PANEL E O X E LucasTurne
HEIGHT HEIGHT
86 3/8" r
GLASS os a 2017-09-22 z
Lc' C 12:26-04:00 9/22/2017
b
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 mw ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL.....2 < XO 96"x 96"
SECTION VIEWS OXO&XO................................3 DWG#: REV.:
EXTRUSIONS&B.O.M.........................................4 OXO - 3/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c
ANCHOR SCHEDULE&NOTES............................5
INSTALLATION DETAILS.....................................6 OXXO 191-1/8"x 96" SCALE: SHEET
1:33.33 1 OF 6
gg"
WINDOW SYSTEMS
5 18 6 4 7 3 1 0 6 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
❑ ❑ 8900 PVC
❑ ❑ SLIDING GLASS
DOOR-IMPACT
azo
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o o�oo o W zo? 6--I_
an z zW2�a���=
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SECTION B-B .0-
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Z
17 1'OVERALL w OLL O Lu w❑w to w
1 -3116"TEMPERED p- Z=D- W p 5}
�QQQ(] Qq � _~W it 3 W
l�1 err 318°AIRSPACE o a
2 Ili l51 7/16'LAMINATED GLASS N'+�+��++I+++
316°ANNEALED GLASS OOREW TG����
3 Q! .090 SEN TRYGLASSIONOPLASTINTERLAYE +JGP•��CEAIs�.•�Q,y��,
v No 58201 '
-
d B 3/16"
AN
GLASS �,
1 ❑ PAIR OF CHORS AT EACH CLIP.
�U 13 []1-
7 SEE SHT FOR SPACING 9Q: STATE OF flu`
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33 QUANEXDURASEAL
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F3 52
L_1a ASS BITE
30 9/22/2017
r" fry 13 SECTION C-C 1 LUCAS A.TURNER,P.E.
30 1
FIXED PANEL ATTACHMENT FL PE#58201
L%r=� 4 1239 JABARA AVE.
f� 3 NORTH PORT,FL 34288
II I 4
PH.941-380-1574
37 4 J 14 NOTE: SHEET DESCRPTION:
— 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
Q 14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
AND GLAZING DETAIL
31 7
DRAWN BY: DATE:
1 0 d 9 .04F ADE 06/03/08
DWG#: REV.:
3 15
1:1.33 CWS-298 C
S LOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:2.63 2 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
33 16 6 0 1 3 13 7 4 6 18 5
8900 PVC
�r� � b o � SLIDING GLASS
❑ ❑ DOOR-IMPACT
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w zoz WMwx
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a Q 8 Qa
❑ oa❑ 9/22/2017
0
LUCAS A.TURNER,P.E.
as an FL PE#58201
1239 JABARA AVE.
1 12 30 33 6 4 t9 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRPTION:
SECTION VIEWS-OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWGfJ:
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C
SCALE: SHEET
1:2.63 3 OF 6
PARTS LISTFRAME CONSTRUCTION
ITEM PART NO.DESCRIPTION VENDOR MATERIAL 515/16• -{
1 H-6042 FRAME,MAW,SGD MIKRON PVC I 1 5/e" �► ibm�
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 WINDOW SYSTEMS
3 8-1722 SUPPORT BLOCK,I'VED,SGD KEYMARK ALUM O I 4 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1718' 211/16• OCALA,FLORIDA 34474
YY u LUJ 1/8° 1/e•
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC WWW.CWS.CC
L��(����❑ �
6 H-6033 PANEL,INTERLOCK,FDD MIKRON PVC
Lll—J LJ L
7 1 H-6060 IPANEL,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 1 7/8"—+{ 1 7/8'—y 17/8" �{ SCRREW DCORNERS TOGETHER DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I I 1:10
12 P-3039 SET.BLOCK,85 OUR.1/8"X7/8°X2" FRANK LOWE RUBBER
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL D 4 6 VENT CONSTRUCTION z w
5 p O
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 w z O z < z H
15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC w Q tq Z>_O a 3 m
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16° 3 9116" 3 9/16" D. h w Z t�F�Y� _
17 P-3752 CAP PLUG,1/2°HOLE M&M NYLON 1/e' O O F-O<¢w 0 0
18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC O V rn F-Z a F a)a
19 P-3789 LOCK 8 HANDLE KR,PVC,SGD AMESBURY STEEL 1/B" t/e, \ Z OCD::,'?I.-
U-
20 P-3792 314"KEEPER AMESBURY SS (r < F?'m O O-O
21 P-3793 MORTISE LOCK HSBD SS L. LLt < 0 w- O?
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w p >� O
23 5-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 Z to w a O-1 m H
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM n x a a O m
wI-0 D-x }
25 P-4295 FU4 D PANEL CLIP KEYMARK ALUM = w w 3 w rn
26 S-1597 COVER,FD(ED PANEL CLIP KEYMARK ALUM 1/2° 11/16• F- n f a a a
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM8 5 `�.���pgDREW
29 5-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM e I `��`;•`CErys•• �¢
°
30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 6 3 J�.' ` $ °•yam
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16° Ste: No 58201 t?5
32 S-6046 SUPPORT WELD,SGD MORON PVC 33116' 1/16" 31/16' 2 5/8° 1 15/16• -
33 GLASS(SEE SHEET2) 1/8" 1/16°
34 H-6044 SCREEN CHANNEL MORON PVC �} t/8° 1/16" L r 0% STATE OF 4c,
35 S-6045 SCREEEN ADAPTOR MIKRON PVC I I �i�'��P"1%4OR1pP:�a`J
36 P-4278 WSTP.,0.2"X1.25"DUST PLUG ULTRAFAB U ��',61 ONA ENG��
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM
38 P 43fi6 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 33020.330"X0.187°BACK FIN ULTRAFAB 211/16° 3/4" —2'-
4U P-4479 WEEP HOLE COVER SULLIVAN PVC 2 1/8°
371116• 3 �Z
3 aI6• 13/8° ——— 9/22/2017
000 I�--�}-5/8' 1/2"-�{ 35 � 1/16' 13-1
I I I 131/4"
9 8 3/L 1/16• ROLLER TRACK-1930 L 1/16° __ _ LUCAS
A.
#RNER,P.E.
58201
SILL THRESH COVER-1764 LLQ 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045 NORTH PORT,FL 34288
PVC WELD SUPPORT-6046 PH.941-380-1574
7/8' 121/16"—
2 3/16° SHEET DESCRIPTION:
5 1/16'=C= �� 4 3/8' 7/16" 518°1 t/2° 34 z 1 30 9/16• BOM AND EXTRUSIONS
1 1/4"
t 1I/8• 31 DRAWN BY: DATE:
fns° L Ills• L 1/16' ADE 06/03/08
1/8" PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 - DWG#: REV.:
PVC SCREEN TRACCKK6041
ooG�oo 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
8"(NP) ((s � •
6- -]Z MAXO.C. I q.(TYP) I WINDOW SYSTEMS
CNP) I I (TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-— WWW.CWS.CC
6•MAX I 8900 PVC
�) 1s"MAX.O.C.(TYP) SLIDING GLASS
DOOR-IMPACT
z 3 aZ3
~ ❑wo Qwoo
z wJ❑
IL Pw3Zl--33: _
o 0 -za-2-waa.
❑ Z— —zl_nw
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Qan Z
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a.
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LL
,tillltlt 1/1�/
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t• No 58201 •'�G
I I I : STATE OF ZLO
ANCHOR LAYOUT
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. 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.
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: CWS-298 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA300(EXTERIOR DOORS). SCALE: SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX SHIM """�'"" •
SEE TABLE 1 WINDOW SYSTEMS
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
8900 PVC
PERIMETER SEALANT Q�0 00 1:2114' GLASS
BY NSTALLR I1�I D 1/a•MAX SHIM DOOR-IMPACT
INSIDE AND OUT n o 2 7/16"MIN.
QW 0
INTERIOR Ld
w Z O z W-Z t
INSTALLATION ANCHOR a H W 3 Z 0 3�
SEE TABLE 1 MIN.EDGE DIST. O O F=-O'j Q=O K
SEALANT BETWEEN SEE TABLE 1 U U to�Z 0-F-to p,
BSILL RISER YINSTALLER RD FRAME Q Z-0(9=1 2 Z j U Z
Q <3:owOoLLZ_
PERIMETER SEALANT BY INSTALLER � �3 O H F-r Z
P LJ INSIDE AND OUT Q Cf b a p
PERIMETER SEALANT SUBSTRATE BY OTHERS w 0 Ore U)O w U)w
BY INSTALLER N In O-1 0)F-
IDE AND OUT SEE TABLE 1 d Z 2 d �O CO)
DO NOT COVER B HORIZONTAL SECTION � _~� w=L
WEEP HOLES 6 TYPICAL JAMB ANCHORAGE a a W a
MIN.EMBEDMENT
SUBSTRATE BY OTHERS SEE TABLE 1 �� OREV+fff
INSTALLATION ANCHOR f�
SEE TABLE 1 � N P•,.•..., TG���
� �i
SEE TABLE I ��� ,•�pENS P ��
TWO ANCHORS PER `.JG V F•'•,y�►�
FIXED CLIP THROUGH
Z—: No 58201 :112
SEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. PRE-DRILLED HOLES -
HEAD BY INSTALLER SEE TABLE 1 =
1/4'MAX SHIM
A VERTICAL SECTION % STATE OF ,k/
6 TYPICAL SILL ANCHORAGE FIXED PANEL yQ .•• ����
MIN.EMBEDMENT �i O R�O
SEE TABLE 1 'ryi�iS�pNA;EN���
TABLE 1:APPROVED INSTALLATION FASTENERS _ FIXED PANEL
SU ANCHOR TYPE MIN. T. 12° EDGE DIST.
SEDGEI
EE TABLE 1
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" Zz
CO 3/16'ELCO ULTRACON ❑
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' MAX O.C. �a LUCAS A.TURNER,P.E.
2XMN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1-/8" 1' FL PE#58201
2XMN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" a 1239 JABARA AVE.
NORTH PORT,FL 34288
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP Daa PH.941-380-1574
(33 KSI YIELD MN) TEKS SELF-DRLLNG SCREW THRU 0.060" 7/16' CLIP ANCHORS MUST
BE LOCATED A MINIMUM SHEET DESCRIPTION:
1/8'ALUM.(6063-T5 MN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3'AWAY r�
1/8°STEEL(33 KSI MIN.) DRILLING FROM ANY MAIN FRAME GENERAL NOTES AND
G SCREW THRU 0.125" ANCHOR. 6n
FDED PANEL CLIP ANCHORS INTO: ELEVATIONS
CONCRETE(2.0 KSI MN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION L DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) ANCHOR(TYP) ADE 06/03/08
FDD PANEL CLIP ANCHORS INTO: �1 HORIZONTAL SECTION
FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG#: 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 1 6 OF 6