HomeMy WebLinkAboutProduct Approval - Sliding exterior PRODUCT APPROVAL NUMBER :
Fl. #11103.1
OPENING IDENTIFICATIONS :
5. SG D
11 . SGD
1/4/2018 Florida Building Code Online
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OFFICE OF THE FL# FL11103-R3
SECRETARY Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
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 ]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
-' 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
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.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDemeO22TXmED%2fdomMIgZbLg°/p3d°/.3d 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
Summary 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 EvalReport298C.pdf
Config. include OXXO, OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party: Yes
E1300-04.
Back F.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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
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 pubic 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:
W1 J0 E
Credit Card
Safe
I
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq°/g2fDemeO22TXmED%2fdomMIgZbLg°/p3d%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 44`h 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 e
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#14-0916.11 t
• 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"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.
`% `' •''GE�V '••G '.
Lucas No 58201 ;fid
Turner : *; * ;*
2017-08-30 =jr
:9 STATE OF -W 8/28/2017
16:05+20:00 �'.�O.c�•.,;�� oP,:�,��,•'� Lucas A. Turner, P.E.
on .`� FL PE#58201
SLIDING GLASS DOOR - IMPACT GENERAL NOTES: ® (j(�I"],l
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEM
S Il�/I
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' -- WWW.CWS.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
GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96• TABLES ASTM E-1300-04001/09.
MAX __DLO __ _ _1 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
HUNITEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES z Q z
ASTM E-1300-04001/09. p z Lu w 0 w w 0 0
LLJ
931/2' 86 3/8"O X X O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE w z O i w r Z!_
MAX B GLASS B FW3Z0�3m
DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL
HEIPANGHT DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR z z Q w 0O p
8 CALCULATIONS. 00 OO OO ci a T,j w
a p I D 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT z 00=1�/j Z j O-
6 REQUIRED. } Q LL w O 0 OLL z
Q3Q0
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY Q o K �O~
6 A WELDED. w Zp�u}iit Z 0www
ww
8.SERIES/MODEL DESIGNATION:SGD 8900. o ww~00' w M w En
145 13/16' MAX UNIT WIDTH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: D96* ~ o 0-
MAX UNIT WIDTH 487/8" X=OPERABLE SASH,O=FIXED SASH. ,,������u�������,'
487/8' MAX ����0 ' AOREW
MAX PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 5.•'CEN
PANEL WIDTH OP;•\� SF••;Q,y L
i
11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4'FROM BOTH ENDS. No 58201 L
41 3/4• --41314'—GLASS
GLASS 9fi" '
NIT
X --DLO - -- UMAX _ DLO __ y9p• STATE OF ;*41`
UNIT HEIGHTO*'
HEIGHT 9933 D 1863/8-0 X O D 931/2 E O X E �� ..........
A E;;o,•
MAX
PANEL DLO PANEL LucasTurne
HEIGHT HEIGHT
GLASS r
DLO 2017-09-22 z
C C 12:26-04:00 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTICN:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING
GENERAL NOTES&ELEVATIONS.....................1 auwNDATE:
SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96"X 96" ADE 08/03/08
I FE
SECTION VIEWS OXO&XO................................3 owG*
EXTRUSIONS&B.O.M.........................................4 - 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" cSCALE: SHEET
1:33.33 1 OF 6
WINDOW SYSTEMS
5 18 4 7 3 1 2 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
R6—=—.❑ I ❑ 8900 PVC
❑ SLIDING GLASS
e ❑ � ZaZo
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W zoz '�z�
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17 �13
OVERALL W Oa Q N 0 W v1 w
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16'TEMPERED D _ (L O w>
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8"AIRSPACE a � a x D.
2 J1J 111 18"LAMINATED GLASS p����,ORE4y����i
7 4 16"ANNEALEDGLASS ,Q�i3 90 SENTRY GLASS TONOPLAST INTERLAYE JG' 58201 .•y�L-38 16"ANNEALED GLASS *; * •
n 1 ❑ PAIR OF CHORS AT EACH CLIP. =v: ;a-
❑ 7 SEE SHT FOR SPACING '9 STATE of :4U:
�O ►
.,0ss1oNA�EN1P0 •
33 OUANEX DURASEAL
n IG SPACER 13 PURFECT GLAZE'H"
lul SIKAFLEX 552
z�
13/16"GLASS BITE
30 9/22/2017
r" frl 13 SECTION C-C t LUCAS A.TURNER,P.E.
30 1 FIXED PANEL ATTACHMENT FL PE#58201
4 1239 JABARA AVE.
NORTH PORT,FL 34288
14 NOTE: 4 PH.941-380.1574
3 � — J-1 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRPTION:
1 r
14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
t AND GLAZING DETAIL
31
DRAWN BY: DATE:
1 O En 9 4F ADE 06/03/08
DWG#: REV.:
3 15
1:1.33 CWS-298 C
S LOCKS PER FBC 2411.3.3.1 SCS: SHEET
1:2.63 2 OF 6
c ®m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
33 16 8 0 1 3 13 7 4 6 18 5
8900 PVC
[� SLIDING GLASS
❑❑ ❑❑ DOOR-IMPACT
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33. STATE OF :�(U
8
E9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
1 1 30 33 8 4 19 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRPT":
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 5 15/16• FRAME CONSTRUCTION
ITEM PART NO.DESCRIPTION VENDOR MATERIAL \Ss��CYAY(Yll!/
1 H-6042 FRAME,MAW,SGD MIKRON PVC n 15/8"
2 5-6040 THRESHOLD/FILLER, SGD MIKRON PVC O I I 1 4 900S� THAVEMS
3 S-1722 SUPPORT BLOCK,FDED,SGD KEYMARK ALUM 7�
4 H-6059 PANEL TOP/BOTTOM RAL, SGD M IKRON PVC 1 7/8' h 211/16" OCALA,FLORIDA 34474
�LJ�LJ�D❑U� 1/8' 1/8" WWW.CWS.CC---
5 H-6059 PANEL SDE RAIL,SGD MIKRON PVC a o 0
6 H-6033 PANEL,INTERLOCK,FDED MKRON PVC
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 1-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 7/8' 1 7/8" y 1 7/8"—�{ SCREWEE CORNERS
D D TOGETHER DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1:10
12 P-3039 SET.BLOCK,85 OUR 1/8"X7/8"X2' FRANK LOWE RUBBER
13 P-3438 SKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION o Q Z p
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 Z w w p ¢w o w
15 P-3539 #8 X3/4'QUAD PHILIPS,TEK FASTENAL ZNC
w ZO? (X—fit
K22
P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16' 3 9/16" OLL
P w 3 Z°3
P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1/8" ZO OZ�2O Q�w O
ty
P-3767 #1-0771—"HEX WA HER HEAD,TEK FASTENAL ZINC U O y r Z o w a
P-3789 LOCK 8 HANDLE KR,PVC,SGD AMESBURY STEEL 1/8" 0 Z z U Z~D v,
P-3792 3/4'KEEPER AMESBURY SS 1I8' O =O V
P-3793 MORTISE LOCK HSB.D SSFE 2 3 O W O Z Z
P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL IV)j 3 O
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED 00
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1;10 W LL h it w co O w en m F-
H-1993
24 H 1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM d
z-
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM O w wosm
~ w= (n
26 S-1597 COVER,FD(ED PANEL CLP KEYMARK ALUM 1/2" 11/161 h� a a x 3 0-
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2" 21/16"
28
29 S-1737 HIGH�E28 79-71-726 CSME ASTRAGAL,SGD KEYMARK ALGMKEYMARK ALUM a e 5 1 5!8'x{ g Nc �t fT�!���,
INUM
30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC 6 V �1 SF'••ti
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 3 213/16• :' No 58201 .��
32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16" 1/16" 31/16• 25/8" 115/16"
1/18" Sb:
33 GLASS(SEE SHEET 2) 1/8" '9 STATE of "W
34 H-6044 SCREEN CHANNEL MIKRON PVC 118 1/16" L %O". 4u:
35 S-6045 SCREEEN ADAPTOR MIKRON PVCL 'r
'���`"•<O p I 0 r ��Q
36 P-4278 WSTP.,0.2"X1.25"DUST PLUG ULTRAFAB
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM
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 FN ULTRAFAB 211/16'--{
40 P-4479 WEEP HOLE COVER SULLIVAN PVC 2 1/8' 3/4" 2"
37 1/16• 3 Xz
33/8" I 5/8• 1/2'-y 5 13/ 13/16' — — —
��0�� -� I 1l16' � 13/4' 9I22/2017
3/4" 1/16" L ROLLER TRACK-1930 1/16" LUCAS A.TURNER,P.E.
9 8 J— — — — FL PE#58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
PH.941-380-1574
7/8" 2 3/16' 2 1/16" SHEET DESCRPTIDN:
51/16,�� �� 4 3/8' 10 11/8" 3 7/16' 5/8'
1 1/2" 3'1 2 1 1/e 30 9/16, BOM AND EXTRUSIONS
1 1/ L-fc4
I 1 1/8" 31 DRAWN BY: DATE:
1/16" i 1/16" � 1/16" ADE 06/03/08
1/8' PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 1/16 DWG p: REV.:
PVC SCREEN TRACK-6041
ooG--.ooLl I 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 40F6
rr
8"(TYP) 29�mlffl
VMAX �]2 MAX O.C. I 4•(TYP)F; I
(TYP) (TW) 1900 SW 44TH AVE.
I I I I I I I I I I I IT I I I I I I OCALA,FLORIDA 34474
WWW.CWS.CC
6'MAX 8900 PVC
(TMp) 18'MAX.O.C.
(TYp) SLIDING GLASS
DOOR-IMPACT
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No 58201 G
:a.
9 STATE OF :4/+
ANCHOR LAYOUT '�LOTF"".
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. 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 DESCRPTM:
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 N: 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/AAMAIWDMA 300(EXTERIOR DOORS). SCALE: SHEET
1.20 5 OF 6
TYPICAL HEAD ANCHORAGE 29�Ea
2 7/16"MIN. MIN.EDGE DIST. 1/4'MAX.SHIM
SEE TABLE 1
INTERIOR 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 El $900 PVC
❑
PERIMETER SEALANT O 1/4'MAX SHIM SLIDING GLASS
BY INSTALLER ElDOOR-IMPACT
INSIDE AND OUT 2 7/16"MIN.
F pW0 aWoO
INTERIOR w z O z 0'-z~
o ¢U) >0w co
INSTALLATION ANCHOR Ii r W 3 z�-3 _
SEE TABLE 1 � MIN.EDGE DIST. O O O U Q=O�w
SEALANT BETWEEN SEE TABLE 1 U U U Z LL F U)a
SILL RISER AND FRAME Z p O U uj 1.-
U
BY INSTALLER Q i.- 'mo o LL Z
PP PERIMETER SEALANT BY INSTALLER � 2 9Q O H 1=H O
PERIMETER SEALANT f'�9ri a INSIDE AND OUT SUBSTRATE BY OTHERS W O o K co 0 W N W
BY INSTALLER —LLJJ SEE TABLE 1 EE W O 0 F
INSIDE AND OUT � D_ =0_ K O V1
DO NOT COVER r B HORIZONTAL SECTION 0 _~0_ w 3 W>_
WEEP HOLES 6 TYPICAL JAMB ANCHORAGE D. O- O: IL
MIN.EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTHERS INSTALLATION ANCHOR •• 1�ORE W
SEE TABLE 1 SEE TABLE 1 •J c,P ""•" G.,'Q,�
T �
TWO ANCHORS PER
G •�\pENgF
SEALANT UNDER SCREW 27N6' MIN.EDGE DIST. FIXED CLIP THROUGH :J:• No 58201 .��
PREDRILLED HOLES
HEAD BY INSTALLER SEE TABLE 1
/ A VERTICAL SECTION 1/4'MAX SHIM %13% STATE OF "V/:
6 TYPICAL SILL ANCHORAGE FIXED PANEL �
"p"".c �,
O•. z
MIN.EMBEDMENT s,C p R 10,:
SEE TABLE 1 ,iS�ON A;EN••••
TABLE 1:APPROVED INSTALLATION FASTENERS r& FIXED PANEL
SU ANCHOR TYPE MIN.MM§tDmtwrT. 12" EDGE DIST.
'� SEE TABLE)
CONCRETE(2.0 KSI MN.) 3/16"ITW TAPCON 1" 3" MaZz
CO 3/16"ELCO ULTRACON El OR GROUT-FILLED CMU(117 PCF MN17 7/6•
.) 3/16"ITW TAPCON 1" 3" 9/22/2017
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 7/4" 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E.
2XMN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201
2XMN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 1' 1239 JABARA AVE.
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HLTI KW IK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT, 34288
(33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST PH.941-380--11 574
BE LOCATED A MINIMUM o 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
FDD PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS
CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) ANCHOR(TYP) ADE 06/03/08
HORIZONTAL SECTION
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 DWG#: REW
FU(ED PANEL ANCHORAGE
CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-]J4" 2-1/2" CWS-298 C
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) I 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