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Product Approval Menu>Product or Apolication Search>Aoolication List>Application Detail 9�
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FL# FL11109-R7
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Application Type Affirmation
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary,
h Comments
Archived
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.'° Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbci@jeld-wen.com
vF+
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
o , Klamath Falls, OR 97601
I
(800) 535-3936
customerserviceagents@jeld-wen.com
tQuality Assurance Representative
Address/Phone/Email
' Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation &Management Institute
Pa
Validated By National Accreditation&Management Institute
�N 1
Referenced Standard and Year(of Standard) Standard Ye
TAS 201 1994ar
TAS 202 1994
� TAS 203 1994
Equivalence of Product Standards
I Certified By
111 ` 2I affirm that there are no changes in the new Florida Building
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", ttp://www.floddabLiilding.org/pr/pr_app_dtl.aspx?para,n=wGEVXQwtDgttaGslp3GvujxlVpwanLmUnlz2Bp7utPcMZLukj8G%2boA%3d%3d[3/30/20187:08:23AMI
Florida Building Cade Online
F Code which affect my product(s)and my product(s) are In
�'. compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes ONo ON/A
I !
' Product Approval Method Method 1 Option A
6
� z - Date Submitted 06/27/2017
Date Validated 06/27/2017
' Date Pending FBC Approval
Date Approved 06/29/2017
Summary of Products
.. ._
FL# Model,,Number or Name. Description
11109.1 i Builders Atlantic Aluminum Sliding Patio Door 72' x 80' (Bypass .. --
' g ( yp 2 Track) j
...___.........-....
Limits of Use Certification Agency Certificate
Approved for-use in HVHZ:Yes FL11109 R7 C CACNIO11111.03 .04-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2020
Design Pressure: +50/-50 Installation Instructions
Other: FL11109 R7 II JELD0098 RevB.pdf
Verified By: Robert J.Amoruso, P.E. 49752
Created by Independent Third Party: Yes j
Evaluation Reports
FL11109 R7 AE PER 2089 Rev2.odf j
Created by Independent Third Party: Yes j
t !
11109.2 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96" Bypass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110.03-R1.[L
Approved for use outside HVHZ:YesQuality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2020
f Design Pressure: +80/-80 Installation Instructions I
' " s Other: FL11109 R7 II JELD0095 ReVA.pdf
.�� Verified By: Robert J. Amoruso, P.E. 49752
Created by Independent Third Party:Yes
Evaluation Reports
FL11109 R7 AE PER 2086 Revl.pdf
Created by Independent Third Party: Yes
a 11109.3 I Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96" Bypass and Pocket)
;> Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11109 R7 C CAC NIO11110-Rl .3 .7.pcl j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2020
^•. Design Pressure: +80/-80 Installation Instructions
Other: FL11109 R7 II JE1_D0097 RevA.pdf j
Verified By: Robert J. Amoruso, P.E.49752
Created by Independent Third Party: Yes
Evaluation Reports I
FL11109 R7 AE PER 2087 Revl.pdf
Created by Independent Third Party: Yes
K: —
11109.4 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96" Bypass and Pocket �
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:Yes FL11109 R7 C CACN1011110,01-111 .4.12df i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant: No 02J28/2020
Design Pressure: +80/-80 Installation Instructions
Other: NCTL 210-3382-3 (NI011110.02)covers a 3-track FL11109 R7 II JELD0096 RevA.pdf
a system with a three(3)48"wide panel 142.75"x 96"XXX Verified By: Robert J.Amoruso, P.E. 49752
door.This test verifies 3-track systems.This impact glazed Created by Independent Third Party: Yes
�� door is used to verify 3-track system for non-impact Evaluation Reports e
applications. FL11109 R7 AE PER 2088 Revl.pdf j
Created by Independent Third Party: Yes
!
littp://Avww.floridabuilding.oig/pr/pr_app_dtl.aspx?parain wGEVXQwtDgttaGslp3GvujxlVpwanLmUnlz2Bp7utPcMZLukj86%o2boA%3d%3d[3/30/2018 7:08:23 AM]
Florida Building Code Online
11109.5 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96" Bypass and Pocket
t �
e I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110.01-RS .6.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2020
Design Pressure: +50/-50 Installation Instructions
Other: FL11109 R7 II JELD0099 RevA R1.pdf
Verified By: Robert J. Amoruso, P.E. 49752 I
Created by Independent Third Party: Yes
t ' Evaluation Reports
F111109 R7 AE PER 2090 Revi.pddf
l
19n endent Thirri Pai
� Y
11109.6 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96" Bypass and Pocket
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11109 R7 C CAC N1011110-RI .0 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2020
Design Pressure: +50/-50 Installation Instructions
Other: FL11109 R7 II JELD0100 RevA.[Ldf
Verified By: Robert]. Amoruso, P.E. 49752
:• "r, Created by Independent Third Party: Yes
Evaluation Reports
°r FL11109 R7 AE PER 2091 Rev1.fL I
Created by Independent Third Party: Yes
i -
j Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
dS i
The State of Florida is an AA/EEO employer.Corwriaht 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 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:
Credit Card
Safe
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http:/hvww.floridabitilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgttaGslp3Gvujx]VpwanLmUnlz2Bp7utPcMZLukj86%2boA%3d%3df3/30/2018 7:08:23 AM]
I
NOTICE OF PRODUCT CERTIFICATION
�pCg9Tlfi!Cr�
�u Cc
CERTIFICATION NO: NI011110.05-R1
DATE: 05/22/2012
1p 1 F, CERTIFICATION PROGRAM: Structural
' COMPANY: JELD-WEN
CODE: 822-1
C' p�rr�.-pit
REVISION DATE: 01/04/2016
I
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifcation.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Aluminum Sliding
3737 Lakeport Boulevard Patio Door" Sliding Glass Door
Klamath Falls, OR 97601 Configuration: OXXXXX
Glazing:Laminate-3/16"Annealed Glass/0.090"SentryGlass
Plus/3/16"Annealed Glass or IG-3/16 Tempered Glass/Laminate-
3/16'Annealed Glass/0.090"SentryGlas Plus/3116"Annealed Glass
Frame: W-7201mm(283.5") H-2438mm(96")
Panel: W-1257mm(49.5") H-2407mm(94.75")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +50/-50 psf
Large Missile Impact Rated i
Product Tested By: National Certified Testing Laboratories,Inc.
Report No: NCTL-210-3434-1
Expiration Date: February 28,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
cF-art�cgT
CERTIFICATION NO: N1011110-111 !
DATE: 05/22/201.2
1141 , CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 01/04/2016
To verify that the"Notice of Product Certification"is valid,please visit www.NAMiCertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAM1 if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN "Premium Atlantic Aluminum Sliding
3737 Lakeport Boulevard Patio Door"Sliding Glass Pocket Door
Klamath Falls, OR 97601 Configuration:XXXXX
I
Glazing:Laminate-3/16"Heat Strengthened Glass/0.090"
ScntryGlass Plus/3/16"Heat Strengthened Glass or IG-3/16"
Tempered Glass/1-aminate-3/16"Heat Strengthened Glass/0.090"
SentryGlas Plus/3/16"Heat.Strengthened Glass
i
Frame: W-6026mm(237.25") H-2438rmn(96")
Panel: W-1257mm(49.5") H-2381mm(93.75")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: +80/-80 psf
Large Missile Impact Rated
I
I
Product Tested By: National Certified Testing Laboratories, Inc.
Report No: NCTL-210-3382-1
Expiration Date: February 28,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
I
PREMIUM ATLANTIC ALUMINUM (6800) SLIDING PATIO DOOR
LARGE MISSILE IMPACT RESISTANT - 2 & 3 TRACK BYPASS AND POCKET FRAMES o
M
283 1/2"MAX DOOR WIDTH
49"MAX FIXE49 7/16"MAX ACTIVE 49 3/4"MAX ACTIVE 49"MAX ACTIVE 49 7/16"MAX ACTIVE 49"MAX ACTIVE `F
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PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 2
D
(WI INTERLOCKS) (W/ASTRAGAL) (W/LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE) a g u
42 7/8"MAX 42 7/8"MAX 42 7/8"MAX 42 7/8"MAX 42 7/8"MAX 42 7/8"MAX w o
DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH
B,C a B,C O _O O
N
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1 TYPICAL ELEVATION a �
GENERAL NOTES _
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH L N.T.S. EXTERIOR ELEV
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING SUPPLEMENTS,FOR USE
WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 2011202/203&ASTM
E1300-04e01 STANDARDS.
2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHI GLAZING TYPE A GLAZING TYPE
SYSTEM. WIND LOAD DURATION FACTOR Cd=1.0 HAS BEEN USED FOR WOOD ANCHOR DESIG
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTE 7/16"LAMINATED 1"INSULATED 7/16"LAMINATE ALLOWABLE
SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE
GOVERNING
TH SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FO A 0.090"SG 3/16"A EALED DESIGN PRESSURES
SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, k INTERLAYER
LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS 0.313"GAP 0.090° G
AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS 3/16"ANNEALED3/16"ANNEALED / INTERL YER +50 PS F
DOCUMENT.ERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO 3/16"TEMPERED 3/16"A NEALED -50 PSF Robert J.AmOTuso,P.E.
WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPEi LY ` FL P.E.NO.49752
TO TRANSFER LOADS TO THE EXISTING STRUCTURE.6. ALL EXTRUSIONS SHALL BI
7. UNITS GLAZED WITH 7/16E LAMINATED6063-T6 GLASSr(3/16"ALLOYANNEALED/NOTED
NNEA ED/UNLESS00.090"SGP/3/16'OTHERISE. 10 10 3/4"MIN 10 10 3 "MIN
ANNEALED)ARE LARGE MISSILE IMPACT RESISTANT,COMPLY WITH ASTM E3300-04e01 ANDD GLASS SITE GL BITE
NOT REQUIRE IMPACT RESISTANT SHUTTERS.
8. UNITS GLAZED WITH 1"INSULATED LAMINATED GLASS(3/16"TEMPERED+0.313"GAP
3/16°ANNEALED/0.090'SG/3/16"ANNEALED)ARE LARGE MISSILE IMPACT RESISTANT,COM LY �- 11
WITH E1300-04e01 AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS.CURRENT MIAMI-DA E
NOTICE OF ACCEPTANCE(NOA)FOR DUPONT SENTRYGLAS INTERLAYER. ' ..
9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE. Digitally signed by Robert J.Amoruso,
--10. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINL SS =j __ PE _
STEEL WITH I MINIMUM TENSILE YIELD STRENGTH OF 60 KSI, ^ _ '
11. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE 1,,.7`��\..,r// DN:cn=Robeii 1-Amoroso-P�E.",o=PTC
FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SEF FORTH IN THE CURRET EDITION OF TH Product Deslgn Group,LLC,ou=FL P.E.
FLORIDA BUILDING CODE. ETA I LS No.49752,FBPE Cen.of Auth.No.25935,
THE CURRENT EDITION
—1-2.-ALL-STEEL-IN
CONTACT WITH ALU THE FLORIDA MINUM-S HALL-8 CODEE-PAINTED-OR PLATED.AS_PR ESCRIBED 1N ------ N:T.Sr----- -'-- --------_-___ w/ndOWS�DOOfSIM/1/WO�k email=robertcsptc-corp.com.c=US
1 — -Date:2015.03.0909:1354.04'00'
2-TRACK ANCHOR SCHEDULE-HEAD,SILL AND JAMB FRAMING COMPONENTS
� H
MANUFACTURER EDGE DISTANCE ANCHOR CAPACITIES 'D n
SUBSTRATE TYPE SIZE AND/OR SPECIFICATION EMBEDMENT(IN) (IN) BASED ON o
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1/4" rrvv ATT�APCO�SI'1 1-314"
CONCRETE ""�• MIN.2500 PSI CONCRETE
1/4"(CS)&No.14(SS) ELCO ULTRACON IO —l1-314" 11''2" d' z
1/4' ITW AT TAPCONS'1 V. EXTERIOR STRENGTH w a a
M4.SONRY FLAT CONFORMANCE TO ASTM
12'INTERIOR
(BLOCKICN,U) HEAD C-90,MEDIUM WEIGHT �e
1/4"(CS)8 No_14(SS) ELCO ULTRACON Ir 1 1!4" (DENSITY>117 PCF) S u
NO.14 ANSI B18.6.1(WS) vvi In -
WOOD 1-112" AND SPECIFIC GRAVITYOF
1/4" ASME 818.6.4(TS) 1"INTERIOR 0.55. N
Nora: INSTALLATION NOTES: o o
1)ITW(ADVANCE)THREADFORM TECHNOLOGY)410 STAINLESS STEEL TAPGONS WILL BE USED FOR CONCREIEIMNSONRY INSTALLATION N
2
2)ELCO CARBON STEEL(CS)OR410STAINLESS STEEL(SS)ULTRACONSWILL BEUSED FOR CONCRETEMASONRYNSTALLATION LTWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR ALL to L0=o p
3)FORWOODSCREWS(WS)ESFUTTN2
G6ACONCERN,DRILL0.149"(DRILL SIZE 25)PLOT HOLE FOR NO.14. 2-TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR N NLd N
N z
4)FOR TAPPING SCREWS(TS)F SFLffTWG B A CONCEiN,DRILL 0.165'(OPLL SQE 19)PLOT HOLE FOR 114'DIA. LOCATION FOR ALL 3—TRACK UNITS. TWO ( ) U INSTALLATION ANCHORS ARE REQUIRED d' `o 0.N-.�O o G
AT ALL HOOK STRIP JAMBS FOR 2-TRACK AND 3-TRACK UNITS. .r-I E 0 or
3 m
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF D'a„ c o
3-TRACK ANCHOR SCHEDULE-HEAD,SILL AND JAMB FRAMING COMPONENTS ANCHORS TO BE USED FOR PRODUCT INSTALLATION. v 0 o Uj
SUBSTRATE TYPE SIZE MANUFACTURER EMBEDMENT(IN) EDGE DISTANCE ANCHORCAPACITIES 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). I 4rn0m� z
ANDIOR SPECIFICATION (IN) BASED ON MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH v I w€ "
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC z t• C--d��5
1/4" ITW ATT TAPCONSI'I 1-314" OR BETTER. W s, n
V Qo
CONCRETE MIN.2500 PSI CONCRETE
1/4"(CS)8 No.14(SS) ELCO ULTRACON(A 1-314" 1 112' 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1 X BUCK TO 0^ 0 0 B
EXTERIOR STRENGTH CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS I v rn 3�z A�
1/4' ITW ATTTAPCONSI'I 1" AND P.
MASONRY FLAT CONFORMANCE TO ASTM SHOWN IN 'ANCHOR SCHEDULE" SHEET 2. y 0
RIOR
1 'INT
(BLOCK/CMU) HEAD 12EC-90,MEDIUM WEIGHT q O O
114"(CS)&No.14(SS) ELCO ULTRACON 11/4" 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT a uJ a-0 c
(DENSITYH MI PCF) NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. U 0-<
NO.14 ANSI BI 6.6.1(WS)
1'EXTERIOR WOOD WTTH ANJNIMUM W
WOOD I 1-12" AND SPECIFIC GRAVITY OF 6.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO 3
1/4" ASME B1SBA(TS) 1" h2g INTERIOR 0.55. MORTAR JOINTS. �g',a,
NOTES: $ E
1)ITW(ADVANCED THREADFORM TECHNOLOGY)410 STAINLESS STEEL TAFCONS WILL BE USED FOR CONQREfElh'ASONRY INSTALLATION. 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
2)ELCO CARBON STEEL(CS)OR410 STAINLESS STEEL(SS)ULTRACONS WILL BEUSED FOR CONCRETIRMASONRY INSTALLATION. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN _ a
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE
3)FOR WOOD SCREWS(WS)IF SPLfr NIG IS A CONCERN,DRILL 0.149"(DRILL SQE 25)RAT HOLE FOR NO.14. "ANCHOR SCHEDULE", SHEET 2.
4)FOR TAKING SCREWS(TS)IF SPLITTING 6 A CONCERN DRILL 0.165'(DRILL SZE 19)PLOT HOLE FOR 114"DIA.
B.ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH
CORROSION RESISTANT COATING.
ANCHOR SCHEDULE-HOOK STRIP
MANUFACTURER EDGE DISTANCE ANCHOR CAPACITIES
SUBSTRATE TYPE SIZE AND/OR SPECIFICATION EMBEDMENT(IN) (IN) BASED ON
3/16" ITW ATT TAPCONSI'1 1-314"
CONCRETE MIN.2500 PSI CONCRETE
3116" ELCO ULTRACON 1a 1.314" Robert J.Amor97 P.E.
4
FIAT FL P.E.No.49752
MASONRY HEAD 3/16" ITW ATI-TAPCONS111 1" 1'EXTERIOR STRENGTH •,s;'%MEs; •,
(BLOCK/CMU) OF PANI� AND CONFORMANCE TO ASTM
HEAD om?:C�c"E ti•'aF n,�%
3/16" ELCO ULTRACON 1 114" 1"INTERIOR C-90,MEDIUM WEIGHT 5: p.aria'•.o@
NO.10 ANSI B18.6.1 WOOD WITH AMINIMUM :'L �n4=or✓juo,�
WOOD 1-114" SPECIFIC GRAVITY OF %�'•�
NO.10 ASME B78.6.4(TS) 0.55. „�oyncti;:••'`
NOTES:
1)ITW(ADVANCED THREADFORM TECHNOLOGY)410 STAINLESS STEEL TAPCONLS WILL BE USED FOR CCNCRETEIM4SOMRY NSTALLAPON. Digitally signed by Robert 1.Amoruso,
P.E.
2)EL00 CARBON STEEL(CS)OR410 STAINLESS STEEL(SS)ULTRACONS'WLL BE USED FOR CONCREfEMASONRY INSTALLATION. i i I T DN:cn=Roberti.Amoiusd;P.E—o=PTC -- — —
3)FOR WOOD SCREWS(WS)IF SPLITTING IS A CONCEF N,DRLL 0.112"(DRILL SQE 34)PLOT HOLE FOR NO.10. J L �rL+'l1Vy Product Design Group,LLC,ou=FL P.E.
No.49752,FBPE Cen.of Auth.No.25935,
"" - -- 4)-FOR TAPPING SCREWS(TS)E SPLITTING 6 A CONCf31N.-CRLL 0.121-(DRILL SIZE31)RLOT HOLE FOR NO.10.___-__ _______ Windows/Doors/Millwork email=mbertCptc-cotp.com.c=US
-Date:2015.03.09D9:14:07_d14'00' _
o �
MAX DOOR WIDTH 283 1/2° - ^
0
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SEE CLUSTER SEE CLUSTER SEE CLUSTER oI W
DETAILS SHT. 3 �L DETAILS SHL3 DETAILS 11 3 DENOTES(2)ANCHORS �
�6-MAX. I� .HEAD&SILL PANEL, TYP. HEAD k SILL TYP. HEAD&SILL WHEN INSTALLED WITH y.
I 2-TRACK FRAME AND(3) rc U
6-MAX TYP ANCHORS WHEN INSTALLED o_ w
WITH 3-TRACK FRAME w o 0
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14-MAX.
O.C.TYP.
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96°MAX. 0
DOOR HEIGHTu) to d 0
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ACTIVE ACTIVE ACTIVE 3 ACTIVE INACTIVE !J � oin
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INSTALLATION Z z —_ z )-I "� E ,�
ANCHOR - - (2)ANCHORS k"-t co" o
LOCATION PER POCKET TYP.SEE HOOK STRIP (B �fi I NSHEET 2 �/ �loi6 O__ � OBJ
6°IMAX TYP -� SEE CLUSTER SEE CLUSTER SEE CLUSTER �,
DETAILS SHi. 3 DETA LS SHT.3 DETAILS SHT.3 INSTALLATION Cj' o�L
PANEL,TYP.
TYP. HEAD&SILL TYP.HEAD&SILL TYP. HEAD&SILL ANCHORS
SEE SHEET 2 y�. •--Q y
APPROVED CONFWURATIONS.PANELS AND FRAME SIZES DENOTES(2)ANCHORS Q q 0 U y5
ANCHOR LAYOUT(3-TRACK) WHEN INSTALLED WITH a y q
SGD 6D3T'(OXXXXOI ALI.APPROVED GLAZING TYPES 2-TRACK FRAME AND(3) x.
11 SUEET I SHOWS TYPICAL OXXXXX CONT MURATION.SEE WE a
si Rxrs 4 AND 5 FOR ADDITIONAL APPROVED PANEL ANT) ANCHORS WHEN INSTALLED IO
WITH 3-TRACK FRAME
POCKET DOOR CONFICURATIONS. I 9
2)TYPICAL 1'ANEL1FRAb1Ii CONFK;URA'1'ION'ELEVATION g
SIIOW'N ON SHEET 1 AND ASSOCIATED ANC}{ORAC,E q E
REQUIREMENTS ON SHEET 3. - fl
3)TI E MAXIMUM FRAME AND PANEL SIZE(WIDTII AND
HEIGHT)AND THE MAXIMUM NUMBER OF PANELS
SIIALL NOT E XCF.F.D T'I(AT OF TILE TESTED UNITS. LUSTER
LUSTER MIN. 1 1/2°MIN.
3"
MIN. f
WEEP SLOT NOTES: 3°
1.ALL UNITS HAVE A.375"s MIN.
.125"WEEP SLOT CUT ® ® 2°MIN.
T}iROUCH THE SCREEN
2.88°MIN. SEPARATION TYP. Robert J.Amoruso,P.E.TRACK LOCATED.75"FROM ® ® SEPARATION f FL P.E.No.49752
EACIIJAMII AND 3.5"FROM
ALL INTERLOCKS.
2-TRACK CLUSTER DETAIL 3-TRACK CLUSTER DETAIL
2.ALL UNITS HAVE 375"c a 4c'nc r�k
.125"WEEPSLOTCUT INTERLOCK/ASTRAGAL
•rnaouun T}tF EXTERIOR INTERLOCK/ASTRAGAL
----- -- -
DOOR TRACK LOCATED 6" LONCRETEAND CONCRETE.AND Digitally signed by Robert J.Amoruso,
WOOD FRAME12X RUCK INSTALLATION P.E.---— -- -
J E L D'�VII� FROM ALL IN'1'f:RLO('KS, WOOD FRAICAL RACK INSTALLATION ON:cn=Robign Group.
LL ou=F=PTC
Tl'PIGV.HEAD AND SILL TYPICAL HEAD AND SILT. Product Design Group.LLC.ou=fLP.E.
No.49752,FBPE Cen.of Auth.No.25935,
Windows/Doors/Millwork - - —- -- - Date�201�s.30909:tate--04'00- --
U
(C
\ 6
MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH un
PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION M
MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAXP*a MAXPANEL MAXPANEL MAXPANEL O r
WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTHPER WIDIHPER WIDTHPER WID'THPER w
I
TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL � � T��L TYPICAL
ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION R F/ATON ELEVATIOiV 9EVATON ELEVATION rr
E F E E E IG-11
E F I F m
0 0
X 0
X X X X X 0 X X 0 o n o 0
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OXXO CONFIGURATION O �o 0
OX CONFIGURATION Eo 8
ALSO APPROVED
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MAX OVERALL WIDTH - MAX OVERALL WIDTH MAX OVERALL WIDTH 0 .-, Em> W
PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION I W �Co E
MAX PANEL MAX PANEL MAX PANEL MAXPANEL MAXPAN3. MAXPANEL MAXPANEL MAXPANEL MAXPANEL MAXPANH. MAXPANEI- MAXPANEI- MAXPANEL MAXPANEL MAXPANEL y" •E— F _
WIDTH PERy WIDTH PER_yWIDTH PER WUMPER WIDTHPER WIDTHPER WIDHPE32___JJJ___...WDIHPER WIDTHPER WIDTH PBi WIDTH P62 \VIDTH PER WIDTH PB2 WIDTH PER W16hi P82 Q " �Q LL.S
TYPICAL I TYPICAL I TYPICAL TYPICAL TYPICAL TYPICAL TIPICPL I TYPICPL I TYPICAL
TYPICAL TYPICAL TYPICAL TYPICPL TYPICPL TYPICAL a 0 d E 1i ^a
ELEVATION I ELEVATION I ELEVATION ELEVATION ELEVATION ELEVATION EIEVATON I ELEVATION I ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION W U
F I E E FF sg,T
7 7 8 7,8 7,8 g g 7,8 7,8 g q �18go
7 7 7,8
7,8 7,8 7,8
v 17
0 X 0 X X X X X X 0 X X X X 0
OXO CONFIGURATION XXXXXX CONFIGURATION OXXXXO CONFIGURATION
OXX and XXO ALSO APPROVED
Robert J.Amoruso,P.E.
NOTE:SLIDING GLASSDOOR FL P.E.N0.49752
CONFIGURATIONS MAY BE INSTALLED P�'fave4�;W�,
WITH STANDARD OR REVERSE
_a NS113>53
'•''�SS�ONA;E�:�:
1 ALLOWABLE CONFIGURATIONS
4 N.T.S. EXTERIOR ELEVDigitally vgned by Robertl.Amorum
J E L D'�VEI� P.E.- w_ __ .
DN:cn=Robert J.Amoru ,P.E,o=PTC
Product Design Group,LLC,ou=FL P.E.
No,49752,FBPE Cert.of Auth.No.25935.
-- ----- Windows/Doors/Millwork email=robert_nptc-corP.cam,-US
-Date:-2015.03.0909a4:29-04'QO ---
283 1/2"MAX DOOR WIDTH ¢
49 7/16"MAX ACTIVE 49 3/4"MAX ACTIVE 49"MAX ACTIVE 49 7/16"MAX ACTIVE 49"MAX ACTIVE
PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH a
(W/INTERLOCKS) (WI ASTRAGAL) (WI LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE) N
42 718"MAX 42 7/8"MAX 42 7/8"MAX 42 7/8"MAX 42 7/8"MAX M o
DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH w
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a g
n
POCKET 6 - g -- ——--— - -a
F
= F N
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w = O O
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ALLOWABLE X X X X ° a ` Eco o` �o
DESIGN PRESSURES
m e
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1 OPTIONAL INSTALLATION WITH POCKET Q Q a EW
5 N.T.S. EXTERIOR ELEV
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MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH
PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION
MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAXPANEL MAXPANEL MAXPANEL MAXPANEL
-WIDTHPER WIDTH PER WIDTH PER WIDTH PER WIDTH PER ,WIDTH PER WIDTH PER WMPB7 WIDTHPER WOMPER WIDiHPER
TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TICAL TYPICAL TY�� T�'R�
ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION ELEVATION t ELEVATION ELL3/ATION BP/ATION I EIP/ATION BEVATION
J I ] ] E J G J I ]
B 7 8 7 8 8 7,8 7,8 8 7,8 8
OD 7,8 � 0
8 7,8 g Robert J.Amoruso,P.E.
FL P.E.No.49752
POCKET X X POCKET POCKET X X POCKET X X X POCKET X X X X POCKET Digltaln,ignedby
Robert J.Amoroso.
P.E.
ON:cn=Robert J.
PXXP CONFIGURATION PXX SHOWN PXXX SHOWN PXXXXP CONFIGURATION a'"i9 zs`�y� Amo,
XXP CONFIGURATION XXXP CONFIGURATION ° '"`""P'?� o=PTC Product
n Group,LLC,
ALSO APPROVED
Desig
ALSO APPROVED
ALLOWABLE CONFIGURATIONS - - 2,FBPEo.
_z; Eta a CF la--
F �/7 s`� 49752,FBPE Cert.of_
JL lly •� ess/oyT aP` Auffi.Nobert@,
Z WITH OPTIONAL POCKET a rp.crobertCyptc-
____— _ carp.com,-US
EXTERIOR ELEV-__ Date:2015.03.09
— — ---—Windows/Doors/_Mlllwork—
o9:Ta:ao=carom—
N
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EDGE ANCHORS PER / ANCHORS PER °
DISTANCE NCHORSCHEDULE / ANCHOR
O w�STING / w EXISTING / a—----- - --
E%I'TING 2-7/8"MIN. EXISTING EDGE 2"MIN. 2"MIN. -
EXTERIOR SEPARATION EXTERIOR DISTANCE SEPARATION SEPARATION /
FINISH BY WHOST / FINISH BY
STRUCTURE wSTRUCTURE N
OTHERS w CTURE OTHERS
1/4"MAX 1/4"MAX
O p
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PERIMETER SEALANT n z3 I u PERIMETER SEALANT 23 13 23 13 23 13 CO
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EXTERIOR INTERIOR w Vim'
w x O O
a o v d Em '
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PANEL ROLLER TRACK v v o PANEL ROLLER TRACK ! u a m O E r
UP-STANDS AND SCREEN °f UP-STANDS AND SCREEN : "I_......._,..,,,_. s s to o�
TRACK UP-STANDS 3s s TRACK UP-STANDS co
EMOVED 3/4" ACK FROM to 18 REMOVED 3/4"BACK FROM is to Eg
E CH END Of FRAMEBJAMBS 36 EACH END OF FRAME 15 c?�
TO ALLOW WEEPING _ s f: JAMBS TO ALLOW WEEPING
SET FRAME SILL IN BED ® 1. 7 I®' SET FRAME SILL IN BED i!✓" ® s
OF SEALANT OR OF SEALANT OR .... ...�
CONCRETE 2 - � j -_- CONCRETE - j
PERIMETER SEALANT
Ji 15 �I _ 1 J, PERIMETER SEALANT BY 15 j� 1s 1s is is
as
BY OTHERS -...i..c.. ..-—J_............t........ ...--.—.....:.......-:....I OTHERS
EDGE 2-7/8"MIN, EDGE 2"MIN, 2"MIN.
DISTANCE SEPARATION p DISTANCE SEPARATION SEPARATION 6
EXISTING / w EXISTING
BRACKET AT S HOST BRACKET AT f HOST
FIX ED PANELS STRUCTURE FIXED PANELS ui STRUCTURE
ONLY, F.HORIZ w ONLY,REF.SHORIZ
FOR �
f/ SECTIONS FOR SECTIONS FOR
ANCHORS PERJ LO ON A FASTENERS, LOFAATONAND
ANCHORS PER ANCHORS PER ANCHORS PER Robert J.Amoruso,P.E.
ANCHOR SCHEDULE TYPICAL TOP AND ANCHOR SCHEDULE ANCHOR SCHEDULE TYPICAL TOP AND ANCHOR SCHEDULE
BOTTOM BOTTOM FL P.E.No.49752
a TYPICAL 2-TRACK BOTTOM RAIL TYPICAL 3-TRACK BOTTOM RAIL
p�tA•'GEii
0' Y
6 N.T.S. VERT SECTION 6N.T.S. VERT SECTION
OTE:REFERENCE ANCHOR SCHEDULE AND 'bSI,.4Ritl -
NCHOR NOTES FOR MINIMUM REQUIRED
NCHOR EMBEDMENTS AND EDGE DISTANCES.
•OM1 S�UNA�`�t,...
-- - DW1.11ysigned by Robert J.Amoruso,
P.E. -- - --
DN:cn=Robert 1.Amoruso,P.E,o=PTC
Product Design Group,LIC,ou=FL P.E.
JELD��VF1�I
No.49752,FBPE Cert oT Auth.No.25935,
-`- - -- —---- --- — Windows/Doors/Millwork email=robert@ptc-corp,com,c=US
-- -DSte-.201S03.0909:14'
�1/4'MAX INTERIOR 1/SHIMAX� L_
SHIM 1
I 50 11 10
19 22 19 22 10 1 7 ---- "- \
-tl :1 i::- (1)FIXED PANEL // 0
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FINISH BY OTHERS E ACTIVE PANEL JAMB INTERLOCK F FIXED PANEL JAMB
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7 N.T.S. HORIZ SECTION 7 N.T.S. HORIZ SECTION 7 N.T.S. HORIZ SECTION I U �00�
�O
NOTE:REFERENCE ANCHOR SCHEDULE AND / a U d 0 U y
ANCHOR NOTES FOR MINIMUM REQUIRED
ANCHOR EMBEDMENTS AND EDGE EXISTING / W E' tyuFa
DISTANCES,UNLESS OTHERWISE NOTED, ANY ANCHOR PER ANCHOR HOST F-j LD F of od
SCHEDULE.PAIRS OF STRUCTUREANCHORS m
10 HEAD AND SILL WITH THE
EMBED
INTERIOR INTERIOR 5U wE
11 10 11 BALANCE AT I15"O.C.MAX.
-- i{ 19 22 19 22 r.�- I r .._._.. _ 19 22 ANCHOR SEPARATION AND .z/ J
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40 50 __ 10 ..1 10 N
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16 I 50 25 m f
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19 22 10 1 11 t:.. � :I •... i
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r
23 S0 40 FL P.E.No.49752
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20 26 -..�_.._....._... \— a ._c
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14 EXTERIOR 14 26 EXTERIOR
Digitally signed by Robert J.Amoruso,
H INTERLOCK t ASTRAGAL POCKET PE
JE L D�►VF1� DN m=Robertl.Amcruso,P.E,p=PTC
ProduR Design Group,LLC,ou=FL P.E.
----- - -— No.49752,FBPE Cert.of Auth.No.25935,
"----'7— N:T.S..—HORIZ-SECTION—TION__________-__ _ __7 _N.T,S.____HORIZ SECTION-- 7 N.T.S. HORIZ SECTION
— -- — ---- -- -- -------—Win dows/Doors/_MilIwo dc_ ail=robert4tptc-corp.com.c=US
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SCHEDULE 50 40 50 ) Il CLIP AT HEAD AND d•
16 SILL,LOCATED G 50 SCHEDULE C) C7 O_
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FINISH BY OTHERS EXISTING EXTERIOR
NOTE:REFERENCE ANCHOR SCHEDULE AND FINISH BY OTHERS
ANCHOR NOTES FOR MINIMUM REQUIRED
ANCHOR EMBEDMENTS AND EDGE DISTANCES.
ACTIVE PANEL JAMB WITH FIXED PANEL JAMB WITH
E OPTIONAL 3-TRACK FRAME INTERLOCK INTERLOCK F OPTIONAL 3-TRACK FRAME
N.T.S. HORIZ SECTION $ N.T.S. HORIZ SECTION $ N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION
Robert J.Amoruso,P.E.
FL P.E.No.49752
d`ti SF4ES q�'f�
Digitally signed by RobenJ.Amoruzo,G.E. -
�ri �1� ]�T Pro uctRobert J.Aup,LLC P.u=FL PTC
L+L,17r\*•r/ ■��Vy Product Design Group,LLC,ou=FL P.E.
No.49752,FSPE Cen.of Auth.No.25935,
- -- ----- ------- — --- Win do WSlDoors YI%IIWOCk_ email=robenpptccorp.com,c=US
-Date:20 T 5.03.0909.1516-04`00•—
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(2)48x1"STAINLESS STEEL SHEET O
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1 ASSEMBLY DETAIL Digitalys-d b,.-.-b J.A,P.E.
--- -- --— - --- N.T.S. *�* T` , '�T DN:m=Rdherc7.-Amoof Aut.E.o=PTE---
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No.49752,rB pCert.p.om,No.25935.
email=robert@p[c-corp.com,c=US
---- ----- -------Windows/Doors/Mlllwork_ _Date:2015.03.0909:15:28.04'00'
m
2.053" ti
5.993"1 2.000" F2.220"-4
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2 3"-1'-0" 3"-V-D" 3"=1'-0" 3"-1'-0"
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- -MATERIALS LIST0,702"
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ITEM I PART# DESCRIPTION MATERIAL . REMARKS 0.2181.500• 0.746" c
1 682DHD 2-Track Frame Head 6063T6
1'288,.
2 i 682DTRK 2 Track Frame Track 6063T6 � I 1.273' ry O O
4 11TPR Panel TopRal 6063-T6 I BOTTOM RAIL INSERT FIXED PANEL BRACKET CN --
5 68BRM Panel Bottom Rall 6063-T6 { � 3"=1'-0' 3"=1'-0" to O
6 68BRI Bottom Rall Insert 6063-T6 1 m N z
7 68FPBKT Fixed Panel Bracket ! 6063-T6 - - 0.648"H 1.001" 2.5 1 CQ o N O
5 4
8 68SGL8D Single Glaze Beading-Horizontal 6063-T6 Lh RJ O `
9 I 68LBUL8 Large Glazing Vinyl Bulb Duromeler 75 VINYL TEAM PLASTICS INC. 0 D - E O
10 685BULB Small Glazing Vinyl Bulb Duromeler 75 VINYL TEAM PLASTICS INC 276 0.078 u�i ,...
995 Glazing Compound 11 9 Po SILICONE f, BV DOW CORNING C O
1 "
12 3118'Temp Glass Monolithic - ... ., - - I N G Lo
0 907 .-1 U
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33bx 187 Fn Seal WlStn n
2.692"
0 TF Z
13 pp 9 NYLON Q
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16
IL Panel
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17 68EIIL Panel lntenorint dock 6063-T6 _ ._ 2.551"� 3„=1,-0„ °Obi O
15 68VNFLP Vinyl Bottom Ra I Flap Seal VINYL I
or
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18 Panel Roller Assembly SS ! .125' " .001 n ^ Q O @
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20 ; 681G6 Insulated Glaze Beading-Horizontal6063-Tfi n •9071.276°1 �
22 - 1'Insulated Impact Glass LAMINATED BY CARDINAL �- 4°v o
.. 43 ...... Fall Top Guides... NYLON ... ... ..... ..... a 1 J Awr
�-2,691" INSULATED GLAZE BEAD a o
24 I fi92DJMB - 2-TmckFame Jamb 6D63Ts._:} ......... - .. .. INTERIOR INTERLOCK 20 3„=1'-D" F
25 68LKS Panel SLle/Lockstile 6063-T6 1 17 3 �--2.875"--i �.
f
26 NSGLBD Single Glaze Beading-Vertical 6063T6 3' 1'-0° O Y ,i"
I 5.837"� Ir m ' ggg
27 t I 0.062" o ggE
28 � Mortise LockseUDeatllatch SS BY TRUTH HARDWARE INC , 'IT P§iE
2g Jamb Lock Keeper SS BV TRUTH HARDWARE INC - 0.062' w
IlY_ 1.578 f-{'1.875"
_.-ao 1_68A6TR PanelAsimgal 6osaT6 l.zaz" 0.4 "3 LOCKSTILE/FIXED STILE
31 BBSCA Screen Jamb 60g3-T6
-- _ _ 2-TRACK FRAME JAMB 3.=1'-D"
32
C.R.S.Steel Reinforcement STEEL --
_ ,---__ _ _ _ -. 24 .424„
33 Frame Fastener#8x1 PPIi SIS SS
34 Top Rail Fastener(#10x1 PPH SlS _______..-_SS____---__-------- ,_,__ -..__ J j--.-
35 I
Bottom Rail Fastener S#10x1 PPH 8/S�- SS I 3.617"-� 2.089" 0.062"
._...._...._..____._.....__..____..__..___.____.. ....,__.._......._SI __..._._.__
36 I Roller Fastener I#1ld-20x.750 MIS S75 SS _ 0.862" 1.843"
37 _ Fxd Pnl Bkl Fslnr(#10x1'PPH Tk S/S)
38 f FxdPnlBkiFsunr(g10x1"PPHTkS/5) 8S-� v S RE
...... .._........ ....... .. C
39 San Jb Fastener(#8x3/8 PPH Tk S/S) SS ' ry 3"-1'-0'
40 68BULB Interlock Vinyl Bulb Seal VINYL m
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57 1 Pocket r ock Cover R/H NYLON Oater2015.03.0909:15,42-04'00'
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Product Evaluation Report
Date: March 9,2015
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Report#: 2091
Report Revision No.: 1
Project#: 414-0315
Product Mfg.: Jeld-Wen Inc.
355 Center Court j
Venice, Florida 34286 j
Product Description: Premium Atlantic Aluminum Impact Sliding Patio Door
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Product Category: Exterior Doors
Product Sub-Category: Sliding Exterior Door Assemblies
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Compliance Method: Product Approval Rule 61G20-3.005 (1)(a)—Certification Mark or Listing
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Prepared By: Robert J.Amoruso, P.E.
Florida P.E.No.49752
PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775
Florida C of A No. 25935
CERTIFICATE OF INDEPENDENCE Digitally signed by Robert
®® jpAflESt q®es,, J.Amoruso,P.E.
PTC Product Design Group, LLC and Robert J. Amoruso, 0osa�¢� f90�a®e DN:cn=Robert J.E IVI
P.E. do not have, nor will acquire,any financial interest 0,4 0 F'••.G-, Amoruso,P.E.,o—PTC
in the company manufacturing or distributing N 49752 .0 a Product Design Group,
product(s)covered by this Product Evaluation Report. w *. LLC,ou—FL P.E.No.49752,
a FBPE Cert.of Auth. No.
STA E OF . �/:
PTC Product Design Group, LLC and Robert J.Amoruso O •<v:
g p� s -� •.� p ;'��0 25935;email=robert@ptc-
P.E. do not have, nor will acquire any financial interest ee� L R 1....... • G`,o® corp.com,c—US
in any other entity involved in the approval process or <s� ANAL o0
rc o c=
US
of the product(s) covered by this Product �e8rsr'r4q°�,° Date:2015.03.09 09:29:44
Evaluation Report. -04'00'
Evaluated by:
Robert J.Amoruso, P.E.
FL No.49752
PTC Product Design Group,LLC Project No.414-0315 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.1 Page 1 of 4
FBPE Certification of Authorization No.25935
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SCOPE
Evaluate Jeld-Wen Inc. Premium Atlantic Aluminum Impact Sliding Patio Door for conformance to the current
edition of the Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane
Zone(HVHZ).
The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate
and the product evaluation report (this document) summarizes Florida Building Code compliance verification
and appropriate Limitations and Conditions of Use.
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DESCRIPTION OF PRODUCT- INSTALLATION REQUIREMENTS j
See Reference 1 for a description of the product, its installation and other pertinent data related to its approved
use.
CODE CONFORMANCE
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This product is designed to comply with the current edition of the Florida Building Code(FBC) requirements
including the High Velocity Hurricane Zone (HV HZ).
Laminated glazing interlayer material requirements meet the current edition of the FBC in accordance with
Miami-Dade Notice of Acceptance(Reference 5).
LIMITATIONS AND CONDITIONS OF USE
This product evaluation contains or makes reference to specifications,technical details and installation details
and/or methods that pertain to the proper use and/or installation of the product specified herein.Specific
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limitations and conditions of its use including but not limited to the following are contained in Reference 1 and
are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3.0 05.
• Design Pressure Rating(psf) • Installation restrictions.
• Installation substrate requirements. • Product description.
• Installation anchor requirements. • Product components.
QUALITY ASSURANCE
This product is manufactured under a quality assurance program audited by an approved Certification and
Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 61G20-
3.005.See FBC Organization No. CER1773 and QUA1789 for approval under Rule 61G20-3.005.
PTC Product Design Group,LLC Project No.414-0315 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.1 Page 2 of 4
FBPE Certification of Authorization No.25935
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APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND
CONDITIONS OF USE i
Rule 61G20-3.005 (1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required
by the Code for approval of products within the scope of the standard, except that project specific approval by
the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the
Code."
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Any modification to this product as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61620-3.005
(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriiate
rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction.
PERFORMANCE AND TESTING STANDARDS
Reference 2 conducted,testing to the following standard. See Reference 3.b for Equivalency Evaluation of test
procedures to the current edition of the FBC/FRC.
1. TAS201-94, Impact Test Procedures.
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2. TAS202-94,Criteria for Testing Impact& Non-Impact Resistant Building Envelope Components Using
Uniform Static Air Pressure. i
3. TAS203-94,Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading.
REFERENCES & SUPPORTING DOCUMENTS
1. Drawings:
a. JELD0100,'Rev. A, dated March 9, 2015, signed and sealed by Robert J. Amoruso, Jeld-Wen Inc.
Premium Atlantic Aluminum Impact Sliding Patio Door—Installation Anchorage Details.
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2. Test Reports by National Certified Testing Laboratories:
a. NCTL-210-3434-1,dated July 24, 2007
b. NCTL-210-3382-1,dated March 14, 2007
3. Reports:
a. PTC Report No. 2093, Rev. 0, Anchorage Engineering, for Jeld-Wen Inc. Premium Atlantic Aluminum
Non-Impact and Impact Sliding Patio Door, dated May 25, 2012, signed and sealed by Robert J.
Amoruso.
b. PTC Report No. 2091-EER, Rev. 1, Equivalency Evaluation for Jeld-Wen Inc. Premium Atlantic
Aluminum Impact Sliding Patio Door,dated March 9, 2015,signed and sealed by Robert J. Amoruso.
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PTC Product Design Group,LLC Project No.414-0315 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.1 Page 3 of 4
FBPE Certification of Authorization No.25935
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4. Current Edition of the Florida Building Code:
5. Material Certifications
a. DuPont SentryGlas® Interlayer per current edition of Miami-Dade Notice of Acceptance.
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PTC Product Design Group,LLC Project No.414-0315 Robert J.Amoruso,P.E.
P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752
Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.1 Page 4 of 4
FBPE Certification of Authorization No.25935
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