HomeMy WebLinkAboutWINDOW/DOOR INSTALLATION RESIDENTIAL (7) 7MOD1s
Florida Building Code Ondine
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MUMMOM Product Approval Men >Produd or Aoolicatlon Search 7Approved
Applicationppl tsg
s ,► j FL 3-R2
Application Type. n
Code Version
Application Status
Comments
Archived
Product Manufacturer Cekoss@cws.cc
tom Window Systems Inc.
Address/Phone/Email 0 SW 44th Avenue
la, FL 34474
2)368-5922
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Ercall 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Say Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathmp@cws.cc
Category (:ExteriorDoorsSubcategory liding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
"r Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity ftystonAXertifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Valklated.By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R2 COI EvalReo CWS-2988 MGD-8900 IMPI ndf
Referenced Standard and Year(of-Standard) Standard YAiE
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1996-02 2002
TAS 201/202/203 1994
Equivalence of Product Standards
Certified W
Sections from the Code
tWj/ooridW%jlcing•org`/Pri'pr app_o.asPOWarll=MGEVXQVADgttaGslp3GMAOCRBKBPq%2fDPvnFimWAld,S3N3YofrlggAek3dek3d
1/2
7r4QQ15 Florida Building Code Online ,
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of Products
sUmeModel,Number or Name i Description
SGD-8900 PVC Sliding Glass Door_ SGD-8900 PVC Sliding Glass Door.
Use Installation Instructions
Approved for use in HVHZ:Yes FL11103 R2 II CWS-298B(SGD-8900.IMPI odf I
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes i Created by Independent Third Party:Yes j
Design Pressure:+60/-60 Evaluation Reports
�. Other.Large Missile,OP=+/- 60 psf, Max. panel size 4'x 8'. FL11103 R2 AE DuPont SGP NOA 11-0624 02.pfit j
i Config,include OXXO,OXO,OX,XO, pass complies to ASTM FL11103 R2 AE Ey
aiReo CWS-2966(SGD 6900.IMPLDdf
E1300-04. FL11103 R2 AE Ouan x(Mikron)NOA 12-1017 02.odf i
Created by Independent Third Party:Yes !
0
Contact Us:;1940 North Monroe Street Tallahassee FL 32390 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund_ State
Under Florida law,email addresses are public records.If you do not vent your e-mail address released in response to a publfo-recoids 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 vAth an email address if
they have one.The email 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 w+th an email address which can be made available to the public To determine if you are a licensee
under Chapter 455,F.S.,please dick here,
Product Approval Accepts:
W] 1970-411 !ilia ..
Uril
WE 9790
rpJ/OoridaWIcing.org/pr/pr app o.aspx?pararr-VVGEVX(MtDgttaGslp3GMOCRBKBPq%2fDPunFimWAkMN3YofrjggAo/o3C[%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 298B
April 18,2015
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 5`11 Edition(2014)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-298B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3506-1 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/A440-2005, and ASTM E 1886/1996 2002
4) Supplemental Calcs. to support CWS-298B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-298B.
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-298B
O 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 Dupont SentryGlas(SGP) Interlayer per Miami-Dade NOA#11-0624.02'
• Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.02'
'I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs
and find that they comply with the requirements of the 5`h Ed. (2014)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 1 intend to acquire, nor will I
acquire,a financial interest in any other entity involved in the testing or approval process of this
product.
........,S+
_.J.r No 58201 '��
,� i = 4/18/2015
-a. X� Lucas A. Turner, P.E.
STAT E OF . ,� FL PE#58201
'••,SS�ON A ��.- Lucas A. Turner
2015-04-20 12:28-04:00
go*
ES:
SLIDING GLASS DOOR - IMPACT I. CT SHOWN HEREINISDESIGNEDANDMAN
UFACTUREDTO yyl
TH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND 1900 SW 44TH AVE.
R IMPACT USE IN WIND ZONE 4 AND HIGH VEL OCITY OCpLp FLORIDA 34474
E.
ZONE HVHZ AREAS AS DEFINED IN A6 PER THE F8C. W ALA,FL RI191 718' CC
46718, MAX UNIT WIDTH . TAIL:(SEE SHEET 2)
PANEL
MAX
A 0 3.APPROVED CONFIGURATIONS:'OXXO','OXO',•x0•,-ox' 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
41 314• -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
GLASS I TABLES ASTM E-1300-04.
MAX __DLO _ _ _j -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNR INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04, n w
HEIGHT ^ 3 tii
O X X 0 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE a a
�2, B 86 3f8'
B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o 0 0
PANEL DLO WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR Se
HEIGHT - CALCULATIONS. w m
a e
I 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT fA
I C ..�REQUIRED, m mO
LL LL
6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY N
WELDED, $ R Z >
w
A A - ¢ w LL
6
S.SERIES/MODEL DESIGNATION:SGD-8900. a o d
96. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a <L)
14513116- MAX UNIT WIDTH X-OPERABLE SASH.O„FIXED SASH. a o
MAX UNIT WIDTH 48718
a8718' MAX 10.SECTION CAllOUTS APPLY TO ALL CONFIGURATIONS. m a O
MAX
PANEL WIDTH PANEL WIDTH 11.EXTERNAL W EEP SLOT=1/4 x 1'LOCATED 4'FROM BOTH ENDS. ,,1j111t4��t�4 Z
+0 NDREW X14
a1314, a1 3�a• •�`�y
GLASS GLASS
B6- __DLO _ __ 9MAX _ DLO __ -v. No 58201 71
UNIT HEIGH Lucas A. :�.:
L
HE GH Tum@f
93 112- 86 318'0 X 0
s31n 2015-04-20 '9; STATE OF ,iu�
MAX D cuSS D MAX E 0 X E 12:30-04:00 %•OT. P;�4i�S
HEIGHT DLO PANELH GHT i��,,�Ss.(O..10.
�4N/ON Al,
I
DLD z�
C C 413/2015
LUCAS A.TURNER,P.E.
FL PE 9 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.841-380-1574
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 ADE 06/03/08
SECTION VIEWS OXXO A GLAZING DETAIL-2 X0 96”x 96” +/-60 PSF LARGE MISSILE IMPACT
SECTION VIEWS OXO E 0 G.: ,
EXTRUSIONS6e.o�I,.„_„.„.„...___..._...„4 OXO 145-13/16”x 96” 48-7/8”x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT Cws=zs8 B
ANCHOR SCHEDULE BNOTES............ ...._„.s OXXO 191-1/8”x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET
INSTALLATION DETAILS—_....._......._._.___4 1:33.33 1 OF 6
WINDOW
25 16 26 4 7 i B 16 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
o a
' 8900 PVC
SLIDING GLASS
6 DOOR-IMPACT
N
yaw
� oo
W m
1 1 6 4 19 2 9 1 N
UU Z
SECTION B-B LL P°i O
0 o y
c4 R+ Z W
1 1'OVERALL ¢ w O [Z
a a 1
1 3/16-TEMPERED o 0 2
y�l IFS i. 3167 AIRSPACE Qa 01
6 LU
2 JIN s1l W16'LAMINATED GLASS 17
I i t 4 3176-ANNEALED GLASS m Q Z
LL` ��JI 3 .090 SENTRY GLASS IONOPLAST INTERLAYER •'0pREW�I N
� ISI 1 6 PAIR OF ANCHORS AT EACH CLIP.
Lis
3/16-ANNEALED GLASS •���5 "ENS•T(Jp��'�i��
r Lt' 13 SEE SHT 6 FOR SPACINGJ 4 1•••��
v: No 58201
�9= STATE OF .kr�
13 PURFECT FLEX 652ZE-H- ,,�'�ijs�ONA11
13/16-GLASS BITE
p 4 h 4/3/2015
30 r+ ir11 13 SECTION C-C LUCAS A.TURNER,P.E.
FIXED PANEL ATTACHMENT FL PE 0 58201
ri 4 1239 JABARA AVE.
3 NORTH PORT.FL 34288
1 I 14 NOTE: 4 PH.941-380-1574
1p INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SI1 Sc a DN:
b LL
14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
3t AND GLAZING DETAIL
DIRWN BY: DATE'
ADE 06/03/08
lLLS44... DWG 6:
3 15 1.1,33 CWS-298 B
SHEET
1:2.63 2 OF 6
2NDs0VSYoSMM'ifi1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
1 0 1 13 7 4 2 18 25
8900 PVC
SLIDING GLASS
DOOR-IMPACT
N N
8
n o iti
0 0 0
T
w m
z
U U Z
LLo O
P
1 2 9 4 19 4 6 30 1 N ui
Z >
rc O
a a 1-
SECTION D-D w w
e L y
W
m Q Z
•••110pRE W 11,��
18 6 t 4 7 3 f 0 �••`� p E N rG,�'
No 98201••�2�71%
G
8 i���SSfONyA;EN•••••
4/3/2015
LUCAS A.TURNER,P.E.
FL PE 458201
1239 JABARA AVE.
1 t 6 4 t9 2 NORTH PORT.FL 34288
PH.941-380.1574
SECTION E-E Sx oESU ox:
SECTION VIEWS-OXO
AND XO/OX
uww-N By.
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26.32 uwa+:
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B
SHEET
1:2.63 3 OF 6
PARTS LIST 515116' -1 FRAME CONSTRUCTION
IT PART NO DESCRIPTION VENDOR MATERIAL
1 H•6042 FRA E,MAN,SG MICRON PVC t 5/8' r
2 S-W40 THRESHOLD/FILLE , SGD MIKRON PVC 1 WINDOW SYSTEMS
3 S-1722 SUPPORT LOCK,FIXED'SGD KEYMARK ALUM O 4 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 17/8' 4 t18- 211!16" WWw. FLORIDA 34474
5 H 6059 PA EL SIDE IL,SGD MIKRON PVC I (���'1�1�❑I� 1� WWWCWS.CC
6 H-6M PANEL,INTERLOCK,FD(ED MIKRON PVC l_JLJLL��JJ L_I
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-W3 AS GAL,SGD, MICRON PVC SLIDING GLASS
10 P- 42 ROLLER,TANDEM SULLIVAN STEEL 17/8"—»1 -1718, �1 17fB'_ FRAME SCREWED TOGETHER ER DOOR-IMPACT
11 P3342 SEA SEALER,SMSSO4 SCHNEE I I 1:10
12 P-3039 SET.BLOCK.85 DUR 1/8'X7/8•X2• FRANK LOWE RUBBER
13 P34W SI FLEX552OR URFECT GLAZE'H' SIKA/HENKEL 4
14 P3429 WSTP.,0.270 X.187,BACK FWSEAL ULTRAFAB 7 5 6 VENT CONSTRUCTION
15 P-3539 48 X3/4-QUAD PHILIPS,TEK FASTENAL ZINC
16 P 57 910 x 2,H XiEAD.TEK FASTENAL ZINC o 0 O
3 9116" 39116' 39/76' 1 Y
17 P3752 CAP PL ,112'HOLE M8M NYLON 1/8" w m
18 P3767 910 X 1'HEX WASHER HEAD,TEK FASTENAL ZINC
19 P3789 LOOK&HANDLE KIT,PVC, GD AMESBURY STEEL 1/e' Z
20 P-3792 314•KEEPER AMESBURY SS (( 178 m U. O
21 P-3793 MORTISE LOCK HS&D SS LL e o C/)
>
22 P-4136 #10x 2.PAN HEAD PHIL,SMS FASTENAL STEEL $ N z
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED x ¢ O 2
23 S-1775 REINFORCEMENT;ALUM..PANEL KEYMARK ALUM 1.10 w a r
24 14"1993 REINFORCEMENT,ALUM..PANEL KEYMARK ALUM
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM r V
26 S-1597 COVER,FD(:D PANEL CLIP KEYMARK ALUM 1/2' 11716 w
' 2,716"
27 S-1930 PANEL TRACK,ALUMINUM,SGD.SILL KEYMARK ALUM
o
28 S-1726 REINFORCEMENT.ASTRAGAL.SGD KEYMARK ALUM I 1 yg m Q Z
29 S-1737 HIGHRISE SILL.ALUMINUM KEYMARK ALUM 6 5
30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC 6 3 �4�ltwarty
31 S-6D41 TRACK•S REEN.SGD MICRON PVC 213116" p�� 110REyy ���i�
32 S"6046 SUPPORT WELD.SGD MIKRON PVC J P.•••••••'t ��
33716• ,t,6" 31116" 2578" 115/16' •GEN
33 GLASS(SEE SHEE 2) ( I 1/16, �•CSP:=v� SF•'•,L y
34 H-6w SCREEN CHANNEL MUCRON PVC t`6 v6 v t No SB201 :�9
35 ..5.6045 SCREEEN ADAPTOR MICRON PVC _ 1_ __ '�: ;Q=
36 P-0WSTP.,278 W STP.,0.2-X 1.25 DUST PLUG UITRAFAB
rd
37 5.1764 SILL RESHOLDCOVER(8900) KEYMARK ALUM 1; STATE OF .(4
38 P-0366 WSTP 1'X7.1-X0.T DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 '.�On�.��
39 P-3302 WSTP.,0.330'XO.iBT BACK FIN ULTRAFAB 2 11116'�'j 2 4�ss• r1a�`
40 P-4479 WEEP HOLE COVER SULLNAN PVC I 3d'
3378' -I �y6. 1!2• 13
13716' 1314' ——— 4/3/2015
3/� t/16• ROLLER TRACK-1930 t/16' LUCAS A.TURNER,P.E.
8 8 ——— FL PE 9 58201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045
PVC WELD SUPPORT-6046 NORTH PORT.-1 34288
7J8' 23!16" 21!16•— PH.
5.941'380-1574
51116.SCI O_ 4318- 718' 7716- SNB'
z 1 178 3 BOM AND EXTRUSIONS
1 1 1 114" 3D 6116-
LL 1/16" 1 17I B• 1/76' t DRAWN BY: DA
v8• 1� 1116' ADE D6/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT•1722
PVC SCREEN TRACK-6041
LL__j CWS-298 B
00 0o PVC GLAZING BEAD-6037
PVG ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SHEET
12 40176
6'MAX Jz MAX O.C. SW 44TH E.
(TYP) (TYP) FLORIDAALA.FLO34474
WWW.CW&CC
QN MOM
1900 V
W MAX Oc 8900 PVC
gyp) 1e"MAX.O.C. SUDING GLASS
(lYp) DOOR-IMPACT
!2
Szj
No 68201
ANCHOR LAYOUT
NOTES. STATE OF
8 AT EACH LOC'
OR=
1 INSTALL TWO ANCHORS T EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD
D , '7 ........ .
2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114-, USE SHIMS WHERE SPACE GREATER THAN t/16-IS PRESENT. LOAD BEARING SHIMS SHALL
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED,
CONSTRUCTED
I I
_ S
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE I,SHEET 6. 413/2015
-1
f4.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
1239 PORT,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 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/CNIU OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SH EEY DESCUTIM;
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 I X SUCKS ANCHOR SCHEDULE AND
�TWEEN T�IIPRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SMALL BE MAINTAINED BETWEEN ALL FASTENERS:2'FOR MASONRY,1"FOR WOOD
AND MET!)L 7 N By� DATE
&WOOD 08 MASONRY OPENINGS,,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03108
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED,
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 B
FMAIAAMA 100(FIN WINDOWS).FMA(AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMAIAAMAtWIDMA 300(EXTERIOR DOORS). SHEET
1.20 50F6
TYPICAL HEAD ANCHORAGE
2 7/15*MK MK EDGE DIST. 1/4"MAX.SHIM
MIN.EDGE
TABLE IINTERIOR
T MIN,EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
MIN,EMBEDMENT WWwZWS.Cc
SUBSTRATE BY OTHERS SEE TABLUE 1
SEE TABLE 1 8900 PVC
SLIDING GLASS
PERIMETER SEALANT Lj 114"MAX.SHIM DOOR-IMPACT
BY INSTALLER 2 7116'MIN.
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE I MIN.EDGE DIST.
SEE TABLE I
SEALANT BETWEEN z
SILL RISER AND FRAME
0
BYINSTALLER
,>
US
PERIMETER SEALANT BY INSTALLER Z
INSIDE AND OUT w 0,cc
.'� k w
PERIMETER SEALANT SUBSTRATE BY OTHERS
BYINSTALLER SEE TABLE I (L
INSIDE AND OUT 0or HORIZONTAL SECTION w 4
DO NOT COVER !7c ,, (A
WEEP HOLES lk
MIN.EMBEDMENT \_6,)TYPICAL JAMB ANCHORAGE a Lu
SEE TABLE I
SUBSTRATE BY OTHERS INSTALLATION ANCHOR 0
SEE TABLE I SEE TABLE I
Two ANCHORS PER
FIXED CLIP THROUGH
SEALANT UNDER SCREW 2711 MIN.EDGE DIST. PRE-DRILLED HOLES
HEAD BY INSTALLER MIN. SEE TABLE I y'06'-V
�5
FIXED PANEL j
ci p
/-A N VERTICAL SECTION V4"MAX SHIMNO 58201
t
6
TYPICAL SILL ANCHORAGE MIN.EMBEDMENT
SEE TABLE I Z
%'D% STATE or
0.
'Xar XN*.
ED PANEL *1 ;$'"--4 OR%
TABLE 1:APPROVED INSTALLATION FASTENERS ve; ......... 1�x
ra EDGE DIST.
0 IONA%-S,,.'l*"
SEE TABLE 1 '411#11100,11,
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. I
CONCRETE(2.0 KSI MIN,) 3/16'rIW TAPCON - A, a*
CONCRETE(2.85 KSI Mitt) 3m,ELCO ULTRAOON 1-3/41 ll* 4W2016'
HOLLOW OR GROUT-FILLED CMU(117 PCF 5N.) 311V 17W TAPCON 1" 3" llix LUCAS A.TURNER.P.E.
HOLLOW OR GROUT-FILLED CMU(ASTM 0-90) 3116'ELCO ULTRACON 1.1/4* 2-11r MAX.O.C. FL PE#58201
2XMIN,SOUTHERN Pf4E(G.0.55) 3tl6"rtW TAPCON 1-318' 1239 JABARA AVE-
2X MIN.SOUTHERN FINE(G-0.55) j#iDWOOD SCREW 1-3(8' NORTH PORT,FL 34288
910-16 HILTI KWIK-FLEXOR 17W FULL FIXED PANEL CLIP PH.941-380-1574
16 GAUGE(0.0W)MIN.STEEL STUD 7116* CLIP ANCHORS MUST SHEEY 06 :RIPTION:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM
MAX 0
MUST
T"
J".
I/fr ALUM.(0534S MIN.)OR 00 GRADE 5 SELF-TAPPING I FULL THREAD DISTANCE OF T AWAY GENERAL NOTES AND
I/Ir STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.t25* 7116" FROM ANY MAIN FRAME
ANCHOR. ELEVATIONS
FIXED PANEL CLIP ANCHORS INTO: wwww—Nuv—
CONCRETE(2.0 KSI MIN,)OR 3116'FTW TAPCON V 3.1 INSTALLATION
HOLLOW 08 GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) /—C'\HORIZONTAL BECTON ADE 06f03/08
FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE aws—, Am—
CONCRETE(2.85 KSI MIN.)OR 3/16'ELCO ULTRACON 1.1/4" 2-1/2" CWS-298
HOLLOW 08 GROUT-FILLED CMU(ASTM C-90) WXW SHEET
NOTE:FIXED PANEL CUP 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,__]