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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17996
Application Type New
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and
the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Elixir Door and Metal Company
Address/Phone/Email 1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@elixirdmc.com
Authorized Signature Randall Yarberry
ryarberry@elixirdmc.com
Technical Representative PTC Product Design Group
Address/Phone/Email PO Box 520775
Longwood, FL 32752
(321) 690-1788
info@ptc-corp.com
Quality Assurance Representative
Address/Phone/Email
F L'117�- Py
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard
Year
ASTM E330 2002
Equivalence ofIProduct Standards
Certified By
I
MAY 16 REC'D
Product Approval Method Method 1 Option A
Date Submitted 08/26/2015
i
http://www.floridabuildi
ng.Rg/pr/pr_app_dtl.aspx?param=w(!kXQwtDqu... 5/17/2017
Florida Building Code Online Page 2 Of 6
Date Validated 09/01/2015
Date Pending FBC Approval
Date Approved 09/07/2015
Summary of,Products
Go to Page 0 Pag
FL# Model, Number or Name Description
17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S. Door w/Vertical Slider Wi
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 202-20S Vertical Slider A
Approved for use outside HVHZ:Yes plusS.Ddf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +30/-30 12/03/2018
Other: Installation Instructions
FL17996 RO II ELIX0034 Rev A Series 202-20S S:
Verified By: Robert J.Amoruso, PE FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1642 Rev3 415-0705 ss.Ddi
Created by Independent Third Party: Yes
17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/Cottage Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 230 W9 Cottage ASTM E3
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/03/2018
Design Pressure: +30/-30 Installation Instructions
Other: FL17996 RO II ELIX0033 Rev A Series 230 W9 SS
` Verified By: Robert J.Amoruso, PE FL PE No.49752
LE
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1642 Rev3 415-0705 SS.Ddi
Created by Independent Third Party: Yes
17996.3 -S Series 402-14 Vinyl Steel Out-Swinging Regular Door- 14"x14"Wii
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 402-14 E330 olus5 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/14/2020
Design Pressure: +40/-40 Installation Instructions
Other: FL17996 RO II ELIX0050 REV-A OS MODEL 402-1,
Verified By: Robert J.Amoruso, PE FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1951 Revla 415-0705 ss Di
Created by Independent Third Party: Yes
17996.4 Series 402-20S Vinyl Steel Out-swinging Regular Door- 20"slider w
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 402-20S E330 DlusS Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/14/2020
Design Pressure: +40/-45 Installation Instructions
Other: FL17996 RO II ELIX0051 REV-A OS MODEL 402-2(
Verified By: Robert J.Amoruso, PE FL PE No. 49,752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RO AE PER 1951 Revla 415-0705 ss Di
Created by Independent Third Party: Yes
17996.5 Series 407 Vinyl Steel Out-swinging Regular Door- Blank(p�o w
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17996 RO C CAC EXR 407 E330 DIusS pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/14/2020
Design Pressure: +40/-45 Installation Instructions
Other: FL17996 RO II ELIX0052 REV-A OS MODEL 407 s!
Verified By: Robert J.Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
http://www.floridabuilding.�rg/pr/pr_app_dtl.aspx?param=w#VxQwtDqu... 5/17/2017
ELIXIR DOOR & METAL CO. w
MODEL 402-14 NON-IMPACT OUTSWING
n Z
0 0
VINYL LAMINATED STEEL DOOR 'Iru; W U =
00
INSTALLATION ANCHORAGE DRAWING
a
� a
GENERAL NOTES: - - - INSTALLATION NOTES: O
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION I.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE N LO
TO COMPLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. WALL FINISHES,INCLUDING BUT NOT LIMITED TO rn 00 W
RIDA BUILDING CODE(FBC)EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO,FOAM,BRICK VENEER AND SIDING. C9 N X p
.CITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE 2.THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN 1
ESSURE(S)STATED HEREIN. PRODUCT HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6.INSTALLATION ANCHORS SHALL BE INSTALLED IN 3 w p w
SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S coO H ~O a
1a.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6.FRAME MATERIAL:ALUMINUM ALLOY 6063-T6 INSTALLATION INSTRUCTIONS AND ANCHORS SHALL W o3 O Z
UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATERIAU.09 MIL VINYL LAMINATED 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS p O Z
LABORATORIES,INC.#44278 AND ASSOCIATED GALVANIZED STEEL.015'SKIN W/URETHANE FOAM CORE. WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE m F-W Uj
LABORATORY STAMPED DRAWINGS. SHIM SIZE OF 1/4 INCH':SHIM WHERE SPACE OF 1116 INCH "ANCHOR SCHEDULE"THIS SHEET. d OLJ p 0
7.GLASS MEETS THE REQUIREMENTS OF ASTM OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED p Zy CL
M F- "F- Z
2.ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING E1300-04e(o1)GLASS CHARTS. OF HIGH DENSITY PLASTIC OR BETTER. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE p;
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING MUST BE MADE OF CORROSION RESISTANT MATERIAL 0.W Z O'c l � 6
SYSTEM CAPABLE OF WITHSTANDING AND 8.DESIGNATIONS"X'STAND FOR THE FOLLOWING: 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. ��yy O C7 O F Z a
TRANSFERRING APPLIED PRODUCT LOADS TO THE X:OPERABLE PANEL 14GA.MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN p" ZZ— m�
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER 0:FIXED PANEL "ANCHOR SCHEDULE"THIS SHEET. O V] �z Z i&
OR ARCHITECT OF RECORD.
9.HARDWARE: Q p N
3.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND A. HALF HINGES:(4)6063-T6 EXTRUDED ALUMINUM ^ O W Q �g
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE B. LATCH LOCK:KEYED Q q Z w '"
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE C. DEAD BOLT:SINGLE CYLINDER J j Z
RESPONSIBILITY OF THE ENGINEER OR ARCH F
- � W W o a�
ARCHITECT OF =`1., _] - - -, p C7 1`o ag
RECORD. 10.SEE SHEET1 FOR DESIGN PRESSURE CHART. E ^
4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 'am
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS c FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE ` LL a j
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS W -
DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
ANCHORSCHEDULE
DESIGN PRESSURE RATING(PSF) IMPACT RATING DOORFRAME MANUFACTURER EMBEDMENT EDGE ANCHOR CAPACITIES
ERE WATER INFILTRATION WHERE WATER INFILTRATION NONE SHEET SUBSTRATE TYPE (IN)
SIZE AND/OR (IN)(1) DISTANCE BASED ON
REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED SPECIFICATION (IN)ttltn
MIN.3
+40.0/-40.0 METAL/STEEL THREADS
"UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG TUBING 14 GA ASME B18.6.4 FIN(Z-BAR) PAN HEAD NO. PAST INSIDE 3/8" MIN.33 KSI YIELD Robert J.Amoruso,P.E.
MIN. ° (TAPPING SCREW) SURFACE OF STRNEGTH FL P.E.No.49752
TH ICKN ESS SUBSTRATE 0•§udEs;yo••,,
�•"TABLE OF CONTENT ANSI 818.6.1 �.LEM865As o! ;-
(WOOD SCREW WOOD WITH A MIN INUM
SHEET DESCRIPTION 2X WOOD FIN(Z-BAR) PAN HEAD NO.8 OR 1" 1/2" SPECIFIC GRAVITY OF
1 GENERAL AND INSTALLATION NOTES FRAMING
ASME B18.6.4 0.42.
2 ELEVATION, ANCHORING LAYOUT CrAPPINGSCREW) Digitally signed byR,obertl.
NOTES: Amoruso
3 VERTICAL CROSS SECTIONS AND GLAZING DETAIL DN:cn=RobertJ:kn6rus6 6
1)FOR WOOD OR TAPPING SCREWS IF SFLITTING IS A CONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45). ou=PTC,Product Design Group,
4 HORIZONTAL CROSS SECTIONS 2)EDGE DISTANCE MEASURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE emall._robert@ptc-corp.com,c=US
bate':,2015.08.05 09A758-04'00'--
• ", v
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0
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I E
35 11/16'MAX.O.A. T Q
FRAME WIDTHq a
o
34 3/4"MAX. n
DOOR PANEL a
WIDTH 10"MAX• g
O.C.(TYP.)
B D 3"MAX.(TYP.) 3"MAX.(TYP.)
3 3 4AX.D.L.O Q. N L
o
o
I
H a Z N6J o
4 4"MAX.(TYP.) NOF3Inmm w
r r4 O� E, In '003
G LOCK ASSEMBLY(REGULAR DRIVE-IN) 10"MAX. W In O079 3/4" 78314" 4 IS LOCATED APPROX.38"ABOVE O.C.(TYP.) m u,MAX. BOTTOM OF DOOR LEAF AND THE DEAD O p; a w CMAX.O.A. DOOR O X Eq BOLT ASSEMBLYAPPROX.42"ABOVE a � z
FRAMEHEIGHT PANELO BOTTOM OF DOOR LEAF.SEE STRIKE O X OW W zw
HEIGHT DETAILS THIS SHEET Pam, OF-,
m�I
42" 34"MAX.(TYP.) Q '� Z m a
38" HINGE SPACING Q 0 N�O e �
4"MAX.(TYP.) Q O o}a >-
L a z W
FOUR HALF HINGES ON 34' I 1 00>W
r�Vy
MAX.SPACING SECURED SILL ANCHOR SPACING ~ es
A C BY#8 X 3/4"SCREWS(TYP.) SAME AS HEAD SPACING
3 3 ANCHOR LAYOUT W F
EXTERIOR VIEW
ELEVATION
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES,BUT NOT TO EXCEED
1 ( rql 10"MAXIMUM O.C.
#8 TAPPING SCREW. Robert J.Amoruso,P.E.
#8 x 2 112"WOOD i I SCREW MUST BE OF 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL FL P.E.No.49752
SCREW SUFFICIENT LENGTH TO IS 7.ANCHOR SPACING VARIES,BUT NOT TO jAMEd
#8 x 1/2" PENETRATE(3)THREADS EXCEED 10'MAXIMUM O.C. ;e`'mta'°e..e4p9o;
SCREWS et-
I MINIMUM BEYOND STEEL
TUBE.
ENTRY DOOR ENTRY DOOR Igitally sigged by"Robert J.
STRIKE DETAIL STRIKE DETAIL moruso
WOOD FRAME SUBSTRATE STEEL TUBING SUBSTRATE N:cn=Robert J`Amoruso o .
u=P,TG rodud Design Group, `
mail=rbert@ptc-corp.com,c=US
ate'2015.08.05 09:48:09-"00'
r�
1"MIN.EMBEDMENT
#8 WOOD SCREW THREE(3)THREADS
INSTALLATION ANCHOR 2X WOOD FRAME MIN.PENETRATION #8 TAPPING SCREW(BY OTHERS) INSTALLATION ANCHOR
1/2"MIN. o
SEALANT TAPE TO BACK EDGE DIST. SEALANT TAPE TO BACK 3/8"MIN. LO
E
SIDE OF MOUNTING FIN EDGE DIST.
SIDE OF MOUNTING FIN
�Y a
W WO N
� F
6
1/4"MAX SHIM 14 GA.MIN.SQUARE
STEEL TUBING(BY
OTHERS)
O
• EXTERIOR
INTERIOR ¢ o
1 INTERIOR z o N° o
�� EXTERIOR a New r7
SEE GLAZING DETAIL m -o?
ON THIS SHEET W 070Q g
o
m ¢Wo = cn
B VERTICAL SECTION SECTION A ��a m~ z
WOOD FRAME SUBSTRATE (��VERTICAL
EL TUBING SUBSTRATE N� 114 W z w o
#8x11/2"OVAL HEAD Fy a� Zzw.
SCREW a 55 to e
O 0}0 `
A wz0 5 &m
EXTERIOR INTERIOR LLJ
a > 5 �
19
EXTERIOR INTERIOR
�1/8"TEMPERED GLASS EXTERIOR INTERIOR W
GLAZING DETAIL
14 GA.MIN.SQUARE
• STEEL TUBING(BY
1/4"MAX SHIM OTHERS)
3/8"MIN. Robert J.Amoruso,P.E.
SEALANT TAPE TO BACK SEALANT TAPE TO BACK EDGE DIST.
FL P.E.No.49752
SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN
1/2"MIN. #8 TAPPING SCREW ; E
2X WOOD FRAME Na �9`o=
EDGE DIST.
(BY OTHERS)---' THREE(3)THREADS INSTALLATION ANCHOR M(} _
MIN.PENETRATION RT.SSe of ;v e
1"MIN.EMBEDMENT
#8 WOOD SCREW
INSTALLATION ANCHOR
Digitally signed by Robert J.
Amoruso
VERTICAL SECTION �,,�VERTICAL SECTION DN:cn=RobertJ Amoruso 0
n WOOD FRAME SUBSTRATE ou=PTC Product Design Group,
email'- bert@ptc-corp.com,c=US
6ate:2015.08.05 09:48:21 04'00'- —
1/4"MAX SHIM 1/4"MAX SHIM
1/2"MIN.EDGE DIST. 1/2"MIN.EDGE DIST.
2X WOOD FRAME m
2X WOOD FRAME o z
(BY OTHERS) (BY OTHERS) I E
E
#8 WOOD SCREW SEE GLAZING DETAIL #8 WOOD SCREW a
INSTALLATION ANCHOR ON SHEET 3 INSTALLATION ANCHOR °R
INTERIOR INTERIOR #8 X 314"SMS o
a
ff ¢ rc
1"MIN. ♦ - - --- 1"l01 o w
EMBEDMENT ,� EMBEDMENT U o
• N o x O
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN EXTERIOR SEALANT TAPE TO BACK 3 o t W `t
EXTERIOR SIDE OF MOUNTING FIN
H co Mog
WW�11 00 0
e� U W W = fn
¢a w V) F H Q
qCy �VVm Z
E HORIZONTAL FB SECTION F HORIZONTAL SECTION x En g
WOOD FRAME SUBSTRATE W O l no
a.� z Q V o m
Z� �
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N:1 igz �p
,.. a OJ00 P.z
Q o fK g W
14 GA.MIN.SQUARE 14 GA.MIN.SQUARE q W j o a
STEEL TUBING(BY STEEL TUBING(BY r�Vy Q 5 ea
3/8"MIN.EDGE DIST. 318"MIN.EDGE DIST. W "Fa
OTHERS) OTHERS) F l O e"
#8 TAPPING SCREW
INSTALLATION ANCHOR INTERIOR INTERIOR #8 X 3/4"SMS IN TAPPING SCREW
INSTALLATION ANCHOR W
THREE(3)THREAD I THREE(3)THREAD
MIN.PENETRATION MIN.PENETRATION
SEALANT TAPE TO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN SIDE OF MOUNTING FIN
Robert J.Amoruso,P.E.
FL P.E.No.49752
Digitally signed
r HORIZONTAL SECTION � SECTION byRobertJ.
STEEL TUBING SUBSTRATE (��HORIZONTAL Amoruso
TEEL TUBING SUBSTRATE
a�1j.YE3 i'4,
,-�'WP YcEFaF•d9o,,' DN:cn=Robert J. ,
Amoruso,o,
.ou=PTC Product
xo'• k0fr� Design Group,
'",�saNgcEe"o .email=sober[@'pt
c-corp.com,°c=US
Date:2015.08.05
09A8:32-04'00'
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�® Produd Approval Menu>Product or Application Search>Annilratlon list>Application Detall
;`• �.:r FL# FL1888-114
.> 7..dx Application Type Affirmation
COPY
Code Version 2014
1.
Application Status Approved
Comments
Archived
Product Manufacturer ASTA DOOR CORPORATION
Address/Phone/EmTll 4255 MCEVER INDUSTRIAL
DRIVE NW
ACWORTH,GA 30101
(770)974-2600 Ext 208
3FRENCH3@ASTADOOR.COM
Authorized Signature JAMES FRENCH
IFRENCH30ASTADOOP-COM
Technical Representative ]arms French
Address/Phone/Errall po box 420
acworth,GA 30101
Jfrench3@astadoor.com
Quality Assurance Representative Mike Alvis
Address/Phone/Ernatl P.O.Box 420
Acworth,GA 30101
(770)974-2600 Ext 248
tratvls@astadoor.com
Category Exterior Doors i
Subcategory Roll-Up Exterior Door Assembiles
Compliance Method Evaluation Report from a Florida Registered Architect or a 13censed Florida
Professional Engineer
Evaluation Report-Hardcapy Received
Florida Engineer or Architect Narne who developed the Joseph H.Dixon,Jr
Evaluation Report
Florida license PE-7768
Quality Assurance Entity National Accredltatlon and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Valldated By Gordon Thomas,P.E.
Vafldation Checldlst-Hardcopy Received
Certificate of Independence FL8888 R4 COI Financial Index 102709.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
DASMA 108 2002
Equivalence of Product Standards
Certified By
Sections from the Code
;r•I affirm that there are no changes In the new Florida Building Code which
affect ry product(s)and my product(s)are in compliance with the new
Florida Building Code.
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Regulation
Product Aooraval Menu>Product or Aoalimtlan Search a Anoliration Ust>Application Detail
., , I
rz FL# FL12940-R4
FRE,
.'- tit•_
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Comments set to reapply per K.Akins req.01/07/16zb
Archived
Product Manufacturer Pocahontas Aluninum Company,Inc.
Address/Phone/EnWl 2001 Industrial Drive
Pocahontas,AR72455
(870)892-3689
kaldnsi ftocahontasaluminufncom
Authorized Signature Ken Aldns
kaidns0porahontasaluminumcom
Technical Representative Andy McAfee
Address/Phone/Emall 2001 Industrial Drive
P.O.Box 756
Pocahontas,AR 72455
(670)892-3689 Ext 101
ameafee@pocahontasalurrinurr com
Quality Assurance Representative Jason Sun., Is
Address/Phone/Erroll 2001 Industrial Drive
P.O.Box 756
Pocahontas,AR 72455
(870)892-3689 Ext 108
Jsunvmrs@pocahontasainminurt com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Ustl ` ILE COPY
Certification Agency Keystone Certifications,Inc.
Vallated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard YM
AAMA/WM%WC5A 101/1.5.2/A440 2005
AAMA/WDMA/CSA 101/1.S.2/A440 2008
Equivalence of Product Standards
Certified By
I
I
Product Approval Method Method I Option A
Date Subtritted 01/06/2016
Date Validated 01/07/2016
I I
I i
Date Pending F8C Approval
Date Approved 01/07/2016
Summary of Products
FL# J EModel,Number or Name Description
12940.1 VS Vertical Sliding Window 40 x 63 Aluminum Flange Frame.41-3/4a x 64.5/8°flange tip to tip
measurements.
Limits of Use Certification Agency Certificate
Approved for use in HVHZi No FI t294o R4 C CAC 757-102CA&Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistants No 01/25/2020
Design Pressure:+151-15 Installation Instructlons
Others Windows must be glazed per ASTM E1300-04.Maximum F'12940 R4 11 Installation Me ad Alur inum Non-Insulated
shim height 1141. Windew.odf
Verified By:Keystone Certifications,Inc.
created by Independent Third Party:
Evaluation Reports
Created by independent Third Patty:
12940.2 100 VS Vertical sliding Window 30 x 30 Aluminum Flange Frame,31-3/40 x 31-5/8°flange tip to tip
measurements
Umits of Use Certification Agency Certificate
Approved for use In HVHZ-No EL12940 R4 C CAC 757-131CAR,odf
Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date
Impact Resistants No 11/30/2020
Design Pressure-+35/-35 Installation Instructions
Other:Where water penetration resistance is required,positive FL12960 R4 fI 3040 window installatlon.odf
design pressure is limited to 3S psf.Windows trust be glazed per Verified By:Keystone Certifications,Inc.
ASTM E1300-04.Maxhwm shim height 1/4a. Created by Independent Third Party:
Evaluation Reports
Created by independent Third Patty: _
abtll rinYt '
Contact Us 1.1940 r1^_rth Monroe street.Tallahassee FL 32399 Phpnet ASO-497-1824
The State of Florida is an AAIEW employer.rbovrtoh 2007-2013 state of Florida.::prlyacy5t1IJUnA t t:Acc—sibnity c etc ent::gerund Statement
Under Florida lase,email addresses are public records.If you do not tantyour a-mail address released In response to a pubtle-records request,do not send
electronic mail to thts entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.139S.•Aursuantto
section 435.275(1),Florida statutes,effective octoberl,2o12,licensees licensed under Chapter4SS,F.S.must provide the Departmentidth an email address If
they have one.The email&provided may be used loroffldal communication wth the licensee.However email addresses are public,eeord.if you do not wsh'to
supply*personal address,please provide the Department vdth an email address vhlch can be made available to the public.To determine If you are a licensee
under Chapter455,F.S.,please dkk here,
Product Approval Accepts?
fr°SecurityMetr cs for PCI Compliance,QSA,IDS, Penetration Testing, Forensics,and Vulnerability
-Assessment
I � —
i
INSTALLATION METHOD
ALUMINUM NON-INSULATED
i
ELEVATION &ANCHOR LAYOUT
�.. 34" MAX WIDTH
.,t�-.
6 °
i
30" MAX HEIGHT
e a
r-.w�,.__�:__ o� _.9 ate--• °us4 a _ .__....._.........Y..
8" MAX TYP
4" MAX FROM
CORNERS TYP
a +
8" MAX TYP
INSTALLATION
ANCHOR
0
4" MAX FROM
I CORNERS TYP
SCALE:NTS ALL0I
ALLDIMENSIONS:+/-SI' INSTAllAT10l1 AIETNQD REVISIONS I COPYING OR
DWN BY:AMM AUIMINUMnON-INSUTAUD N0, DESCRIPTION BY DATE OUPuCJITIDNIs TD
EIEVA ON rAt C O W UT PROHIBIp VnMOUT
r�
PREPARED8Y. WRRTEN PREMISSION A
CHK BY:KEA POCAIIONTAS AIUMINUMC.OMPANY,INC FROM POCAHOMAS ,� �I
2001INDUSTRIALDRAmA%7Z45 ALUAUNUM ��!�l 1
DATE: 10/13/15 POCAsoNTAs,AR Hass GOMPANY,ING
PN:a7D-ar2asas FAxSM02sasa f
INSTALLATION METHOD
ALUMINUM NON-INSULATED °
ELEVATION &ANCHOR LAYOUT
?t_
8"MAX TYP 4"MAX
W MAX FROM CORNERS TYP .
O .
8"MAX TYP _
•F
x X BUCK— _ `-: / CAULK BETWEEN G=
FLANGE&STRUCTURE :.
(By Others)
- �-4g- - - -- - - - _e
M NOU T'EDGEYSTAhi1_=-: �- -_ _-- •---- ING FLANGE
11/2"MINIMUM PENETRATION '
-.r.-��w���HHaa7•-- 6" n'_$t '-`ie_'a.:'�=:2,=i_L-�`=R-._ -•_:_-•"-"'3_- Y - _st�'ar..-c.;:r' _'.. rc.�..: '.�+'
^::.-�`J'•i�3-`=:fir,_^.��:'.•'.._ • .:._- __- -.... _— .._ .__ ._ .— ._-. .....
SCALE::NTS REVISIONS COPYING CO OR PD.
M
DIMENSIONS:+-
INSTAUATION MMOD ouPYING i
AW MUM NON-RISUTATEO NO. DESCRIPTION BY DATE pROFUC 710116 UT
DWN BY•AMM ELEVATION&AN OR4YOUT wgrffENPREMISSION
PREPARED BY: FROM POCAHOWAS
CHK BY••KEA Poc"OWAS AWMINUM COMPANY.mc. ALUMINUM I
AS AR BRIE CAMPANY•INC
POCANO
DATE: 10/13/15 p14:97MI-3689 FAX 87"92-99% -
,00ctni°nt Tlft Ooc No: FRM B1.02
Structural Performance Rev No: 7 Pa9m 1 °'` '
Certification
Authorization Report
Required By. PRO 131.03
CAR&Product ID Number: 757 - 131.0
Issue Date: 1/4/2016
Revision Date: 1/6/2016
Expiration Date: 11/30/2020
Company Code: 757
This Certification Authorization Report(CAR)Is Issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an Independent accredited laboratory In
accordance with the specified referenced standard.Actual fenestration product performance may vary based on many
factors, Including Installation, condition of the wall/roof substrate and the age of the product and Installation
components.
This report indicates the product Is eligible for the application of Keystone Certification Program certification labels:
Licensee stipulates In affixing certification labels to products,that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Pocahontas Aluminum Company, Inc. Model: 100 VS Aluminum Vertical Sliding Window
2001 Industrial Drive PO Box 756 Operator Type: VS
Pocahontas AR 72455 Config: No
Max Width: 30
Max Height: 30
Referenced Standard: Product Rating:
AAMAANDMA/CSA 101/i.S.2/A440-08 Class R PG15 762x762*(30x30*)-VS DP=+/-35
Qualifying Test Information-.
Test Report No: ATI-F3051.01-801-44
Test Report Expiration: 11/30/2020
Authorized Signature: I
Digitally signed by Keystone Certifications, Inc.
Steven Urich 564 Old York Road, Suite 5 ►
Date:2016.01.06 Etters, Pennsylvania 17319 j
Phone: 717-932-8500
09:56:03-05'00' Fax:717-932-8501
W W W.ICE WONECERTS COM
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