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Atl,k) Product
pr ``.;; S USER:Pu51:aPProval
FILE COPY REVIEWED FOR
Product Apprcval uen;: > procuC or A{Ipi:caurn Searr > =_, �s;cr ,.:5: > Application Detail CODE COMPLIANCE
FL n Rev3 ST�UCIE COUNTY BOCC
Application Type Revisionision' .j
Code Version 2020
i Application Status Approved
`Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emaii
Quality Assurance Representative
Address/Phone/Emaii
Category
Subcategory
Compliance Metnod
Cerification Agency
Validated By
Referenced Standard and Year (of Standard)
Z zv 1- 0-�33
)ELD-WEN
3737 Lakeport Blvd
KiamatH. Falls, OR 97601
(800) 535-3936
fbc1 � jeld-wen.corn
Rylee Sumner FriCkS
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
;Klamath Fells, OR 97601
(300)535-3936
customerserviceagentsCzjeid-wen.com
Exterior, Doors
Swinging Exterior Door Assemblies
C,jrtification Nark or L.ictir.;;
Naz:or,al Accreditation & h°anayan cnt institute
National Accreditation S: Management institute
Standard
ASTM E1886
ASTM E 996
ASTM E283
ASTM 330
A� . • =331
Year
2013
2014
2004
2014
2000
Equivalence of Product Standards
Certified By Approved Testing Lab
-7Y---= 7R3 Equiv ASTM E330 Letter of Eouivalence 07 06 2020.pdf
7=54 R3 Equiv Equiv 2016 0I Tech Bulletin E1996 Eg11 ency_pdf
R3- EQ,..;V. EAuIv .VJDM?..E_1-P_WE.N5_6-20-6.pdf
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of -Products
FL # Model, Number or Name
17454.1 Finishield/Gladiator
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design P;ressure:-50/-50
Other:
Method 1 Option A
i
/2020
:G/G9j202G
Description
3'-0" x 6'-8", Opaque Steel Wood Edge Inswing and Outswing
Door
Certification Agency Certificate
Li74S4 R3 C CAC N1010117-R4.pdf
Quality Assurance Contract Expiration Date
12/31/2027
Installation Instructions
FL174S4 R3 II 3WIS2009 GLADIATOR FINISHIELD_IS_OS
STEEL DOOR, IMPACT SS 2020-09-25.pdf
Verified By: Hermes Norero, PE 73778
Created by independent Third Party: Yes
Evaluation Reports
=1_e7 R3 ^3b79R SS 2020-09-%5 pdf
tiro) zed by Inceoeadem T-ird Party: Yes
Contact ill :' 2601 3iar Stone Road, Tallahassee FL 32399 Phrne: S50-487-'_824
The State of Florida is an AA/EED employer. Co _yr.9n, 2007-20; 3 Stare of Flor•ce..: Privacy Sta;e nen; :: Arressir.lily Sraremant :: Refund Statement
Under Florida law, erna;: actresses are pc Dlic retorts. Ir i ou -o rn: -,•-ra yo..r e-mail address relea see n. response :.0 a p-nhc-records request, do :lot send eleciramc
i mail to the entity. Insteac, contact the office ty phone or dy ;racer:cr:_: =-:a;:.:f ya.: nave any clues: ons• pleases contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statures, ettectn•e O=Der : 20'-2, acensees licenser ulcer Cnap[er 455, F.S. must p.ovice the Depar imeni 'w;;n an email actress if they have one. The emads
provided may be user for official commun:ca[ion wrr. [ne licensee. nowever ernal; actresses are public recc rc. If you co nor wish to supply a personal address, please
provide the Department. wit^ an email address h;& can oe -.ace ava::an;e to the public. To determine .f you are a licensee under Cnapter 455, F.S., please click here .
e Product Approval Accepts:
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO
COMPLY WITH THE CURRENT IRC AND FLORIDA
BUILDING CODE (FBC) BASED ON THE SIGNED AND
SEALED DATE. PRODUCT HAS BEEN TESTED TO
ASTM E330-02, E331-00, E283-04, E18B6-05, E1996-05b
& AAMA 1304-02. WIND ZONE (WD) RATING = 4
2. 2X AND -IX WOOD BUCKS BY OTHERS, MUST BE
ANCHORED PROPERLY TO TRANSFER LOADS
TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND
SPACED AS SHOWN ON DETAILS. ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1.
5. SCALE BASED ON 11xl7 SHEET SIZE.
6. ALL 1 X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER,
7. PRODUCT HAS NOT BEEN RATED FOR WATER
INFILTRATION. IF AUTHORITY HAVING JURISDICTION
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION
PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH)
RATIO = OH LENGTH/OH HEIGHT IS 1.0.
DOOR LEAF CONSTRUCTION:
FACE SHEETS: THE FACE SHEETS ARE GLUED TO
THE CORE AND SUBSTRATE WITH LMC ADHESIVE.
CORE DESIGN: DOOR CORE BY JELD-WEN.
PANEL CONSTRUCTION: EACH DOOR PANEL IS
CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (.018" MIN)
GALVANIZED STEEL. THE FACE SH. EETS ARE BENT 90° OYEB_
THE 1.688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES
AND TOP RAIL. THE AVERAGE MINIMUM YIELD STRENGTH OF
25 GA SHEET METAL SKIN IS 38,400 psi. THE 1.688"X1.203"
BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED
25-GAUGE (.018" MIN) STEEL. THE WOOD LOCK BLOCK IS
1.688" X 3 118" X 12".
FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE
CONSTRUCTED OF FINGER JOINTED PINE. THE INSWING
SILL IS COMPRISED OF COMPOSITE MATERIAL WITH
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT
THRESHOLD. THE OUTSWING SILL IS COMPRISED OF
COMPOSITE MATERIAL WITH ALUMINUM CLADDING. TOP
CORNERS ARE COPED, BUTTED, SEALED USING SILICONE
AND FASTENED USING FOUR 16 GA. 7/16" X 2" LONG
STAPLES PER TOP CORNER. BOTTOM CORNERS ARE
COPED, BUTTED, SEALED USING SILICONE AND FASTENED
USING THREE 16 GA. 7/16" X 2" LONG STAPLES PER BOTTOM
CORNER. ALL FRAME JOINERY ARE SEALED AT THE
EXTERIOR USING DOW 1199, SILICONE.
37 112" MAX
OVERALL FRAME WIDT
35 314" MAX.
PANEL WIDTH ~I
NOTE 2
SINGLE UNIT (X)
(INSWING IMPACT)
1, 4 1 OUTSWING ELEVATIONS & VERTICAL il
AL CROSS
NOTE:
1- ALL VIEWS FROM INTERIOR.
2 - MASONRY AND CONCRETE CONSTRUCTION.
TABLE 1
DESIGN PRESSURE RATING
DESIGN PRESSURE RATING:
j
SINGLE DOOR ONLY
INSWING
POSITIVE
+50
NEGATIVE
-50
POSITIVE
+50
OUTSWING
_
f
NEGATIVE
L -50
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Ily signed by Hermes F Norero
m: I am approving this document
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Material
HINGE JAMB 1 1/4'x4.518" FINGERJOINTED PINE TREATED
PINE
HEAD JAMB 1 114"0-5/8' FINGERJOINTED PINE TREATED
PINE
LATCH JAMB 1.114"x4-518" FINGERJOINTED PINE TREATED
PINE
OUTSWING THRESHOLD 6063-TSICOMPOSITE
ALUMINUM
#10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112' MIN. EMBEDMENT
STEEL
4" x 4" BUTT HINGE 12GA. (.089" MIN)
STEEL
—__ _
#9 x 3/4' PHILLIPS FLATHEAD WOOD SCREW
STEEL
#10 x 1 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
3116" ITW BUILDEX TAPCON WITH 1 1/4" MIN. EMBEDMENT
STEEL
COMPRESSION WEATHERSTRIP (LoxSeal 9650)
FOAMLLI
INSWING -THRESHOLD 6063-TUCOMPOSITE -
ALUMINUM--
TOP RAIL LAMINATED VENEER LUMBER
LVL
BOTTOM RAIL 25GA 0.018' GALVANIZED STEEL
STEEL
HINGE SIDE STILE (LAMINATED VENEER LUMBER)
LVL
LATCH SIDE STILE (LAMINATED VENEER LUMBER)
_ LVL _
LOCK BLOCK x 12" LG PINE, TREATED
PINE
16 Ga. 7116" CROWN x 2" LONG STAPLES
_ __
STEEL
KWIKSET LOCK SERIES 400
STEEL
KWIKSETDEADBOLT SERIES 660
STEEL
_-
98 x 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
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DOOR CORE BY JELD-WEN
FOAM
STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED)
A•525 COMMERCIAL QUALITY 0.018' MIN. THICK.)
STEEL
1 GALVANIZEDF
INSWING VINYL DOOR BOTTOM SWEEP
VINYL
CORNER PADS 2", LOCATED AT THE BOTTOM OF EACH JAMB LEG
SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP
FOAM
OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE. TREATED
I WOOD
DEAD BOLT BACK PLATE
STEEL
ADA THRESHOLD
__
-ALUMINUM
i loln'v��
NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR
EMBEDMENT DEPTH, INTO MASONRY, CONCRETE IR WOOD,
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IS MAINTAINED. �11It1
NOTE 2: OPTIONALLY, ANCHOR CAN BE PLACED IN�10� �IG'Qf HEA
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MIN. EMB. 1 1/2' -I SHIM 1 1/4' SEE DETAIL A I)
1/4' MAX I SHIM MIN. EMB. I MIN. EMB. SHIM SHEET 6
SEE DETAIL A 1 12' SEE DETAIL A 3
SEE DETAIL A SHIM SHEET 6 4 MIN. EMB. 1 3 SHEET 6 ? � r �5 > CC
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SEE NOTE 1 21 27) 28 � W n Q =
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3 VIEW AT DOOR HINGEISIDE JAMB VIEW AT DOOR HINGE/SIDE JAMB 3 VIEW AT DOOR LATCH/SIDE JAMB 3 VIEW AT DOOR LATCHISIDE JAMB
(MASONRY AND CONCRETE INSTALL) 3 (WOOD INSTALL) (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL)
— 1" MIN. —
1-MIN. l"MI"M N
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SEE NOTE 2 8 3, THIS PAGE
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1. 1 X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR
EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD,
IS MAINTAINED.
2. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF
HEAD OR JAMB AS LONG AS MIN. EDGE DIST;jt�1�G , INTAINED.
3. TAPCON SPACING BETWEEN ANCHORS $FWtb.
SCREW CONFIGURATION.
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DATE:12/18/09
SCALE: NONE
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4 WOOD FRAME INSTALLATION
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OVERALL FRAME
WIDTH
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rPANEL WIDTH �I
NOTE 2
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OUTSWING IMPACT
(SCALE: 1 /2"=V-0")
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1/4"MAX... �I-- 1/4" MAX. 1/4 MAX. to
1 1/2" 1 1/4" SEE DETAIL A 1-
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SHEETS
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DATE: I</:3j09
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FOR HEADERS AND JAMBS
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ANCHORING LOCATIONS SINGLE
INSWING/OUTSWING UNIT (X)
3/16" C-SINK. — I+— NOTE
/ �1 - USE #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS.
2 - USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED.
\ WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.
DETAIL - A 3 -SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4" OR
SCALE:6"=1'-0" 3/4" THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT
IS MAINTAINED.
DETAIL B DETAIL C
CORNER DETAIL AT HEAD CORNER DETAIL AT SILL
L � 7
DETAIL - D
HINGE DETAIL
SEE NOTE 2
20
20 0
DETAIL - E
LATCH & DEADBOLT
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NOTES:
1 - ANCHOR SPACING FOR BOTH
2- ONLY 2 STAPLES PER CORNEI
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DATE: 12/18/09
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J W 152009
-ET 7 OF 7