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BUILDING&CODE REGULATION DIVISION
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APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION REcaveQ
LOCATION/SITE APR-,2,0 2919
ADDRESS: Pem,itting Depar
sent
[�q0 IQdST 1(a t. Lucie Coy,.,,.
DETAILED DESCRIPTION OF PROJECT
REVISIONS: (, p- Icwo�cic
or
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. CCC O ( ST.LUCIE CO CERT.#:
BUSINESS NAME: %,4-
QUALIFIERS NAME:
ADDRESS: 3W
CITY: f,{1 STATE: _ ZIP:
.4313 W'2
PHONE(DAYTIME): - - CJS -
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: I 9N- ff
CITY: T
PHONE(DAYTIME: f 'A° ` AX.
ARCHITECT/ENGINEER INFORMAf " s ,�,
wig
tit,. _
'V b/'
NAME:
ADDRESS: * r y�
CITY: STA . ,rz
PHONE(DAYTIME): s '
SLCCC. 9/23/09
Revised 06/30/17
File Copy
2 3
96" X 80" 96" X 80"
D ' o
ST,LUCbE CO LNG D"10N®G
REVIEWE FO C 'CE
REVIEW B
DATE
DATEp _ MUST BE KEPT ON JOB
PLANSGR 10 INSPECTION WILL BE NIADE.
CONCEALED FASTENERS 011 ATTACHMENTS
ARE THE FIESPONSIEliff-
a
CONTRACTOR OF RECORD
62" X 80"
fPjE*cT
DOOR AND SIDELIGHTS IN 1 OPENING
ANP w®�*ORK
AR TO ANY CORRECTIONS
R"QUIRED WFIELD INSPECTORS THAT
MAY
O® Wl&'@ tWWff,T60 BE IMPACT RESISTANT-
�Af�68.
OPENING PRODUCT DESIGN
OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS
DTH. HGT. FTG. ZONE POS. EG. N.qA POS. NEG.
1 62 80 34.44 4 35.1 -38.3 FL15505.2 60.0 -65.0 OXO-LSMI
1. 96 80 53.33 5 33.8 -42.7 FL15726.1 60.0 -60' BEDROOM-LSMI
96 80 53.33 5 33.8 -42.7 FL15726.1 60.0 L -60.0 LIVING ROOM-LSMI
REPLACE EXISTING DOORS&SIDELIGHTS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS&SIDELIGHTS.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR&SIDELIGHT FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE
WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS.
DOOR FRAMES#2 TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" T
WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROV T
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESS E
MEAN ROOF HEIGHT= 11 FT 11 IN
HAVEE RESIDENCEFff-
6905 SEBASTIAN ROAD a COJL REPLACEMENT PLAN
FORT PIERCE, FLORIDA
Florida Building Code Online q
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Product Aooroval MPnn>Product or Aoohratirni Search>Anolication List>Application Detail
FL# FL15505-R3
Application Type Revision
r 'ice Code Version 2014
Application Status Approved
i
Comments
} I Archived ❑
Product Manufacturer JELD-WEN
a' Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
I (800) 535-3936
fbcl@jeld-wen.com
i,
Authorized Signature Kaede McLaughlin
} fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
• �` '• Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
} (800) 535-3936
customerserviceagents@jeld-wen.com
r i
Quality Assurance Representative
i Address/Phone/Email
e° p�
Category Exterior Doors
} Subcategory Swinging Exterior Door Assemblies
1`. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
' } Professional Engineer
3 ❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero
Evaluation Report
�.. 9 Florida License PE-73778
Quality Assurance Entity National Accreditation &Management Institute
} Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
$ 0 Validation Checklist- Hardcopy Received
Certificate of Independence FL15505 R3 COI COI JW 55 2015 04 27.odf
Referenced Standard and Year(of Standard) Standard Year
�} TAS 201 1994
i„ TAS 202 1994
} TAS 203 1994
dd
http://www.floiidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtgHdZHIJRWFgETIOa%2b906%2f4%2fQlaenPLMVg%3d%3d[6/28/2017 8:28:17 AM]
Florida Building Code Online ,
.- r i Equivalence of Product Standards
j Certified By
t.
,I
Sections from the Code
I
U,.
`k Product Approval Method Method 1 Option D
Date Submitted
04/11/2017
Date Validated 04/12/2017
{ Date Pending FBC Approval 04/14/2017
+ Date Approved 06/13/2017
t
' Summary of Products
i FL# i Model,Number or Name Description
15505.1 Contours Steel, Wood Edge Opaque Doors, Outswing/Inswing, w/Glazed Sidelites, 12'-0" x
6'-8"& 12'-0"x 8'-0"
Limits of Use Installation Instructions
j I Approved for use in HVHZ:Yes FL15505 R3 II D013700 SS 2017-04-11.pdf
{ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
j Impact Resistant:Yes Created by Independent Third Party: Yes
J Design Pressure: N/A Evaluation Reports
i _ Other:See installation instructions D013700 for all qualified FL15505 R3 AE PER4735 SS 2017-04-11.Odf
J, a design pressure ratings, configurations, &installation details. Created by Independent Third Party: Yes
d'
I 15505.2 !Contours Steel, Wood Edge Glazed Doors,Outswing/Inswing, w/Glazed Sidelites, 12'-0"x
a j 6'-8"&12'-0"x 8'-0" 71
I
!' Limits of Use Installation Instructions
1 Approved for use in HVHZ:Yes FL15505 R3 II D013701 SS 2017-04-11.(�df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See installation instructions D013701 for all qualified FL15505 R3 AE PER4734 SS 2017-04-11.pdf
I design pressure ratings, configurations, &installation details. Created by Independent Third Party: Yes
IN
i ' qqrr'
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
IEE 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
f' 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.,
31 please click here_
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bttp:/Avww.floridabuildiiig.org/pr/pr_app_dtl.aspa?param=%vGEVXQwtDgvKmQdIOUtQtgHdZH IJRWFgETIOa%2b906%2f4%2fQlaenPLNiVg%3d%3d[6/28/2017 8:28:17 AM]
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578
954.744.4738 FX
contact@buildingdrops.com
April 27, 2015
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Dear Sir(Madam),
To the best of my knowledge,the above-mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted, `,j+11II�►����
7
441
r -n TT � =
S/OVAL E�G��`�`` Digitally signed by Hermes F.Norero,P.E.
� Reason:lamapproving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
JELD-WEN DOOR SYSTEM TABLE 1
INSTALLATION DETAILS
DESIGN PRESSURE RATING:
STEEL 24 GA.WOOD EDGE SIZE QUALIFIES:IMPACT GLAZED OPERABLE PANELS AND SIDELITES
GLAZED DOOR WITH GLAZED SIDELITES MAX.PANEL WIDTH=35 314' 6-B TALL SYSTEMS:
UP TO 12'-0"X 6'-B" (%%O)(OXXO) (OX)(XO)oxo
OUTSWING/INSWING MULLION TYPE LVL BACK TO BACK FJP OR SOLID PINE 1X4 ALUM.TUBE MULLION
MULLION BACK TO BACK MULLION
GENERAL NOTES OUTSWING POSITIVE +65*---- +so +6s
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)8 INTERNATIONAL RESIDENTIAL NEGATIVE -60 -50
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND INSWING POSITIVE +60 +50 +G
TAS 203-94. PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE-(HVHZ)REQUIREMENTS. NEGATIVE -65 -SD -65
2.IX AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIAL COMPONENT LIST
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. ITEM DESCRIPTION MATERIAL QTY.
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 5.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ.
FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1X WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REO.
DOCUMENT#JIII06(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN 5 1/4"ITW TAPCON W/MIN,1 1/4"MIN.EMBEDMENT STEEL AS REO,
WEBSITE:JELD-WEN.COMILEARWRESOURCES/INSTALLATION&FINISHING/. 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4
7 #e X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
5.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1.
148 3/8"MAX.FRAME 8 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 30 OR 60
6.ALL FASTENERS IN WOOD SHALL74"MAX. 37 3/16'MAX. 9 1"O.A.IG IMPACT FRAME GLAZED BY OCL ALUMINUM 1 OR 2
BE COUNTERSUNK 3/16'DEEP. D.L.O. FRAME TYP. FRAME TYP. 10 KWIKSET LOCK SERIES 400 STEEL 1
3/16--�1 SHT.#
EXAMPLE: 11 JKWIKSET DEADBOLT SERIES 780 STEEL 1
_ O / ♦ r
*NOTE(s): ■
7.CORE DESIGN:EXPANDED POLYSTYRENE o w o • INSWING PRODUCT MEETS WATER INFILTRATION
WITH 1.0 TO 1.25 LBS DENSITY,BY N"'_ w O m
.0w w 0 REQUIREMENTS ASTM E331-00 @ 0 PSF. m o,
JELD-WEN INC. M ry ^'
Z 6 4 a OUTSWING PRODUCT WITH AFCO H-097 ■ o w m 6
B.FACE SHEETS:24 GA(0.021"MIN) 3 z2 w F • THRESHOLDS MEETS WATER INFILTRATION • C=^°D
THICKNESS.GALVANIZED STEEL z m Q = REQUIREMENTS ASTM E331-00 @ 9 PSF, i LL
WITH AVERAGE MINIMUM YIELD _ 0 W OUTSWING PRODUCT WITH ENDURA FOB4566A A
STRENGTH FY(AVE)=40.3 KSI. w o \ / / THRESHOLDS MEETS WATER INFILTRATION k r^i E c
REQUIREMENTS ASTM E331-00 @ 8.25 PSF. rr^j O u1O.
1 ACTNE IuaciNE ALL OTHER THRESHOLD RATED FOR 0 PSF. S a
Ji FI%ED FI%ED
IMPACT LITE TYP. 12-0 X 6-8 ELEVATION
SEE SHT.#3 DOUBLE DOOR WI FULL BACK-T
w
(O,XX,O) 5 Z z
L 74 3/4"MAX.FRAME�I I —74 314"MAX.FRAME I� 112 1/4"MAX.FRAME J z
tai a
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W x CIL,
V,'6W IITYP. I -Z cd
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j O Digitally signed by Hermes F.Norero,P.E. p O
O Reason:I amapprovingthis document L�
/ Date:2017.04.1110,.34:03-04'00'
fl%ED ACTIVE ACTNE
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* T 7L'... *= —Le:NONE
SHEETINDEX SHEET# DESCRIPTION = D T T F /Y = °NGBiG.LUBBECKE
SHEET# DESCRIPTION 6 NSWIN V R! ANDHORIZONTAL E I WOOD QR9 o-X.er:S.SAFFELL
1 GENERAL NOTES,B.O.M.&ELEVATIONS _ 7____ SWING VERTICAL AND HORIZONTAL SECTIONS IN CONCRETE/MASONRY
2 GENERAL NOTES&ELEVATIONS 8 OUTSWING AND INSWING ANCHORING DETAILS 'Gj. bA.• •NO• �B onaxm�c xo:
3 OUTSWING/INSWING BOX MULLING DETAILS 9 TUBE MULLION ANCHORING DETAILS 398 E.�Q C� o 4338 D013701
4 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD DA f'I(7R& j4%N3004
5 OIITSWING VERT1fAL MID HORIZONTAL SECTIONS 1N CONCRETE MASONRY
FBPE CERT.0 UTH.NO.29578—1 1 °f 9
JELD-WEN DOOR SYSTEM
INSTALLATION DETAILS TABLE 1
STEEL 24 GA.WOOD EDGE DESIGN PRESSURE RATING:
GLAZED DOOR WITH GLAZED SIDELITES SIZE QUALIFIES:IMPACT GLAZED OPERABLE PANELS AND SIDELITES
UP TO 12°-0"X 8'-0" MAX.PANEL WIDTH=353/•1' 8.0 TALL SYSTEMS:
OUTSWING/INSWING (XXQ)(OXXO)(OX)(XO)(OXO)
GENERAL NOTES LVL BACK TO BACK FJP OR SOLID PINE
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)8 INTERNATIONAL RESIDENTIAL MULLION TYPE MULLION BACK TO BACK MULLION 1X4 ALUM.TUBE MULLION
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND
TAS 203-94.PRODUCT ALSO MEETS"HIGH VELOCITY HURRICANE ZONE'(HVHZ)REQUIREMENTS. uTSWINO POSITIVE +50 +50 +35
NEGATIVE _50* - 0 -35
2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIAL POSITIVE +50 +50 +35*
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. INSWING NEGATIVE
50 50 -35
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 5.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
NOTE(s):
4.THIS UOCUMEN I"SUPtRCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS
*
FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN • INSWING PRODUCT MEETS WATER INFILTRATION
DOCUMENT 4JI1106(INSTAR ATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD•WEN REQUIREMENTS ASTM E331-00 @ 0 PSF.
WEBSITE:JELD-WEN.COMILEARN/RESOURCES/INSTALLATION&FINISHING/ • OUTSWING PRODUCT WITH AFCO H-497
5.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. 148 318'MAX.FRAME THRESHOLDS MEETS WATER INFILTRATION
74°MAX. 37 3116"MAX. REQUIREMENTS ASTM E331.00 @ 9 PSF.
OUTSW6.ALL FASTENERS IN WOOD SHALL D.L.O. FRAME TYP. FRAME TYP.I'— THRESHOLDS
PRODUCT WITH IN FILNDURATRATION ATION 6A
THRESHOLDS MEETS WATER INFILTRATION
BE COUNTERSUNK 3116°DEEP. SHT.# REQUIREMENTS ASTM E331-00 @ 8.25 PSF.
EXAMPLE: 3/16"� ALL OTHER THRESHOLD RATED FOR U PSF.
7.CORE.DESIGN:EXPANDED POLYSTYRENE (=9 J
WITH / Fu/1
TH 1.0 TO 1.25 LBS DENSITY,BY g w OJELD•WEN INC. mwQ O Vm O. M e.FACE SHEETS:24 GA(D.021 'MIN) o aTHICKNESS.GALVANIZED STEEL Ny \ : E o m WITH AVERAGE MINIMUM YIELDSTRENGTH FY(AVE)=40.3 KSI. Oo Lu o o m
1 S M� aLL
IMPACT LITE TYP. FIXEo ACTIVE INACTIVE FIXED
SEE SHT.113 12-0 X 8-0 ELEVATION
DOUBLE DOOR W/FULL BACK-TO-BACK 3-0 SIDELITES w
(O,XX,O) z
74 3/4"MAX.FRAME-1 74 3/4'MAX.FRAME 112 1/4"MAX.FRAME J z
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MAX.4 UNITS FASTENER LOCATI S FASTENER 398 Ee q heaCfi 7 e,�733B�n� ^'a
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A2 AT DOUBLE-BACK J MB LOCATIONS AT DAN�/k �Sdislfx, *04 D013701
ATTACHMENT 1"X 4"MULLION FBPE CER "6V'AlffWN0.29578 E7 3 aF g
SEE NOTE#7
ON SHEET 1
1"MIN. --I--1;pyN. 4 1"MIN. I— l"MIN. 4 INTERIOR
1 INTERIOR 4
n n 3 4 EXTERIOR
1 112"MIN. �l 1 112"MIN. �J EXTERIOR
EMB. EMB.
�— 1 1 11/2" _ 112" //
_ MIN. MIN. //
1%" EMB. - 1/2" EMB. % // /// //
MAX. MAX.
SHIM tl8" SHIM 2
SEE NOTE#7 INTERIOR EXTERIOR INTERIOR EXTERIOR 1°MIN — —} —1"MIN -
ON SHEET 1 1"MIN -- 1MIN 2
OUTSWING OPERATING UNIT
OUTSININGVERTICAL CROSS SECTION OUTSWING FIXED UNIT
VERTICAL OPERATING UNIT OUTS WING FIXED UNIT AFCO A-117 SILL VERTICAL CROSS SECTION
VERTICAL CROSS SECTION VERTICAL CROSS SECTION MAY BE USED AS FIXED SIDELITE W/ JAMB W/FIXED SEAT
HEAD JAMB SILICONE AT HEAD JAMB BEAD OF SEALANT
1 INTERIOR INTERIOR.
11/BED. 4 3 4 EXTERIOR 3 4
EMBED. 114 MAX. HINGE DETAIL: 1 1l2° �/. EXTERIOR
`SHIM SEE NOTE#7 TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) MIN. 1 12"
ON SHEET 1 CENTER TOP=8 SCREWS(ITEM#B) EMB. MIN.
CENTER BOTTOM=B SCREWS(ITEM#8)
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4X / OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT a ui
/ VERTICAL CROSS SECTION VERTICAL CROSS SECTION z
AFCO A495 SILL AFCO H497 SILL r^i La LL
EXTERIOR MAY BE USED AS FIXED SIDELITE W1 MAY BE USED AS FIXED SIDELITE W/
2 FIXED UNIT BEAD OF SEALANT BEAD OF SEALANT z
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OUTSWING SHOWN /
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BEAD OF SEALANT } Luz 3
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1"MIN. /// HEAD OR JAMB AS LONG AS MINIMUM i� a
SEE NOTE#7 EMBEDMENT AND EDGE DISTANCE 4i;' G.
ARE ACHIEVED. O °ATE 12.15.2015
} � � 4 ON SHEET 1 } •!��
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NOTES: > 4 —m:G.LUBBECKE
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DAIaIQ Q %%M04 D013701
FBPE ER NO.NO.29578 SHEET 9 a 9
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop
Certificate of Authorization:29578 954PH
954..744.744. 478 4738 FX
contact@buildingdrops.com
Product Evaluation Repot
Of
JELD-WEN, inc.
Impact Steel Wood Edge Steel Inswing/Outswing
6'8" & 8'0" Glazed Door w/ Sidelites
for
Florida Product Approval
Report No. 4734
Current Florida Building Code
Method: 1 –D (Engineering Evaluation)
Category: Exterior Doors
Sub –Category: Swinging Exterior Door Assemblies
Product: Steel Wood Edge Steel IS/OS Glazed Door w/
Sidelites
Material: Steel/Wood
Product Dimensions: 149"X80.75"
149"X98.50"
Prepared For:
.tELD-WEN, ion:,
3737 Lakeport Blvd.
� .as49l .th Falls, OR. 97601.
F 0
Prepared by: �•`,,�Q- •• 'Q�,P '.�
Horn-.,es F. Norero, P.E. = :• �� . O :_
Florida Professional Engineer#73778
Date: 03/08/2017
Contents: [U
Evaluation Report Pages 1—4 C)
Digitally signed by Hermes F.Norero,P.E. �f�jss�0NAI-
Reason:I am approving this document
Date:2017.04.11 08:30:56-04'00' Hermes'i 11*100o, P.E.
Florida No.73778
BUILDING DROPS
x
Date: 03/08/2017
A Perfect Solution in Every Drop
Certificate of Authorization:29578 Report No: 4734
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(d)
Product Name: Steel Wood Edge Steel IS/OS Glazed Door w/Sidelites
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc.
based on Method 1d of the State of Florida Product Approval, Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions D013701,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
includingh V "
the"High g Velocity Hurricane Zone (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
5. Site conditions that deviate from the details of drawing D013701 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions D013701 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
017
A Perfect Solution in Every Drop Date: 03/08/2
Report No: 47344
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
National Accreditation&Management Institute,Inc. (FBC Organization#QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization# T8T1589)
Report#: NCTL-110-11987-1, Report Date:04/06/2009
Report#: NCTL-210-3194-1, Report Date:09/28/2005
Report#: NCTL-210-3195-1, Report Date:09/28/2005
Report#: NCTL-210-3196-1, Report Date:09/26/2005
Report#: NCTL-210-3801-1, Report Date:02/03/2012
Report#: NCTL-210-3801-2, Report Date: 01/30/2012
Report#:SJW2011-070, Report Date:06/03/2011
Report#:SJW2011-072, Report Date: 07/11/2011
Report#:SJW2011-073, Report Date: 06/29/2011
Report#:SJW2013-208-TAS Report Date: 11/13/2013
2. Product Testing performed by Certified Testing Laboratories
(FBC Organization# TST1577)
Report#:CTLA696W, Report Date: 11/01/2001
Report#:CTLA696WA, Report Date: 10/29/2001
Report#:CTLA-961W, Report Date: 10/23/2002
3. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA 1789)
4. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company
PVB Interlayer
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
a '
BUILDING DROPS
Date. 03/08/2017
A Perfect Solution in Every Drop Report No: 4734
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For twoby(2X)wood buck substrate, use#10 Wood Screw typa installation anchors of
sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 1 4 diameter ITW Ta contYPa concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(D013701)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(D013701)for design pressures based on size,configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4