HomeMy WebLinkAboutProduct Approval n
1 • •
NFR "
Int
Ld INT ERN AT 10 WAL
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National Fenestsatioa
RECEIVED RatingGounal" Flush Glazed Fiberglass Door,
AUG 0 32015 In-swing(iS)ahct Out-swing(OS)
ENERGY PtkFORMANCE RATINGS
Product. U-Factor/Sa140H.eotOain Coefficient(SHGO i
Description
Fiberglass Frame' 1/4 Cite i2Pte2 • 3/411te FORM5410inZ ' S900in s1100inz .>11001n
3/AS/NA/A111/0:313(IS) 0.19 0 24;- 0,26 " 0.29 "
0,03 013-._> .'0.17 0.23
3/AVNA/AIR/0313(OS) 0 i$ 0.24;— 0.25 0i4 0.
�� o os -- 0.13 .. "'a:17 -- 0.23
31ASINAIAIR/0222.(OS) 0.1$ 0.24,- 0.26 0.29 I
0.03 0.12 0.16 "0.21
i
Manutacitirarstlpulates that these ratings;donform toapplicable tiFSC procednrosfar determioing whole
product perfarmar ce.NFHC ratings are determined for a fixed sit of environroelttal conditionsand a
speciAc,productsike.NFRC does not recommend any productand does notxiarraet the soitahility.of any
product fcr any specific use Consult[manufacturer's literature for other product performanee Information. i
*#tglaztoglayers/spaceitypa/low-e emisslvity(surface)igap fill/gap width (na—not applicable)
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-Does this door meet the criteria
for its glazing leve!? (check only one box)
For: U-factor - - SHGC Yes
Opaque s 0.21 Any
Y4 or Y2 Lite s 0.27 s 0.30
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214 or Full Lite s 0.32 s 0.30 .
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FL# Y'f x�e Manufacturer Validated By Status
FL15255 Revision Trinity Glass International Ryan J. King, Approved
R1 FL#: FL15255.5 P.E.
T 1
History Model: e. Fiberglass Door (813) 787-
Description: 6'8 Single Glazed"Impact" Fiberglass Door-Outswing 8283
Configuration (X)
Category: Exterior Doors
® Subcategory: Swinging Exterior Door Assemblies
Film (*Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Id�a�
% 6 Contact Us::1940 North Monroe Street,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
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:
st�urits+tracrttic:s
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' .�.E R NAI IONA '_
37.50"MAX.O.A. 37.50"MAX.O.A. zpp r lot s s��• Z o m o
GLAZED FIBERGLASS FRAME WIDTH FRAME WIDm ry
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GENERAL NOTES z
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building o z
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). s 5
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base w /\ o UU
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material shall be beyond wall dressing or stucco. U
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3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and h a a a
does not require an impact resistant covering. o
4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product
complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This
product meets missile level"Wand includes Wind Zone 4 as defined in ASTM Et 996 and Section 7
1609.1.2.2 of the FBC.
6
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x z
buck masonry construction. w N
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
a licensed engineer or registered architect. DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE
0 2 7, This product meets water infiltration requirements for"HVHP'. e
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o TABLE OF CONTENTS MAX .` DESIGN PRES$ilRE(pSFj N t a
SHEET# DESCRIPTION FRAME G.L4SS
a 1 Typical elevations,design pressures&general notes SWING D/MENSTON „TYPE PQSIAVE 'NEGA7IYE o =
0 2 Daor panel details and glazing details
Z 3 Door panel defioi(s and loan details OTANGUG 37.50"x 80.75" Gt,G2 +b0.0 �b0.0 oaie:02/27/72 Z
4 Horizontal cross sections (RECTANGULAR) &G3 0
Z 5 Vertical cross sections SCALE N.T.S. 3
a 6 Buck and frame anchoring O(OVAL)G 37.50"x 80.75" G1,G4 +75.0 _75.0 er. JK
7 Components {OVAL) CM B,; Lr 3
8 1 Bill of materials
oaawwc No.: �
FL-15255.5 m
0
35.76'MAX.
G3 G2 G1 ............
PANEL WIDTH LOCK BLOCK PVC STILE CAP --7 4,
PVC STILE CAP EXTERIOR
21.0" LVL STILE
MAX.D.L.O.
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0.099'PVB INTERLAYER
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STRUCTURAL SILICONE PVC/ALUM.OR POLYPROPYLENE/ALUM. EXTERIOR INTERIOR
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OPTIONS BELOW
GLASS
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#8 X 1-1/8"SELF AIR SPACE z
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0.090'PVB INTERLAYER 1/8"ANNEALED GLASS
#8 X 1-1/8-SELF DUPONT BUTACITE OR CAPSTONE LVL
THREADING SCREW 0.099'PVB INTERLAYER RAIL
ALUMINUM&BUTYL I X ANNEALED GLASS DUPONT BUTACITE
SPACER SYSTEM ALUMINUM&BUTYL OR CAPSTONE
to
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GLAZING DETAIL 1/9'ANNEALED GLASS
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DATE:02/27/12
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KNOB: SIGNATURE SERIES FL—15255.5
MAHOGANY LITE FRAME
DETAIL I FLUSH GLAZED FRAME KWIKSET '3
DEADBOLT: SIGNATURE SERI SHEF
ABS or B3
PC/ASA (PIBS or PC/ASA
35.76'MAX. LVL STILE
PANEL WIDTH BLOCK
STILE CAP G4 G3 G2 G1 EXTERIOR LOCK TI A,
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STRUCTURAL SILICONE 1/8-ANNEALED GLASS
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STRUCTURAL SILICONE OPTIONS:
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SILICONE BY CAPSTONE(4PL) C3
KNOB: SIGNATURE SERIESCHK.BY. LFS
KWIKSET DOW 995 STRUCTURAL SILICONE
DEADBOLT: SIGNATURE SERIES(980) DRAWING NO,
_j SILICONE BY DONGYANG SILICONE CO. /2 VERTICAL CROSS SECTION FL—15255.5
DETAIL I
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TRINITY CLASS INT'L r '�'2S•. ornoR�'���`
L ndon F. Schmidt �
P.E. No. 43409 // ♦'1L1;``\�`�
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UPDATE TO STH ED. (2014) FBC
N BY HORIZONTAL CROSS SECTIONS eJ li Ul/ P.O. Box 230, Valrico, FL 33595
Y Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
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I� I cs N P.E.E. No. 43409
PART OR ASSEMBLY: ..p,+�,�/BUILDING CONSULTANTS, INC.
I� Ln (n\ i 03 02/15 UPDATE TO 5TH E0. (2014) FBC JK t/liYll P.O. Box 230, Valrico, FL 33595
cn N NO DATE BY VERTICAL CROSS SECTIONS VV 444 Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
Q 201 2 R.W.BUILDING CONSULTANTS INC.
4 r SEE HINGE 6"(TYP.)
DETAIL 1
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3 CONCRETE ANCHOR NOTES: Masonry construction w o
1.Concrete anchor locations at the comers may be adjusted to maintain the min. N
edge distance to mortar joints. ool
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortarjoints,additional concrete anchors ` w
J 2X BUCK J 2X BUCK
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3 Concrete anchor table
ANCHOR ANCHOR MIN; MIN CLEARANCE MIN.CLEARANCE H 1X BUCK H 1X BUCK
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TOMASONRY i0ADJACENT FPE SIZE : EMBEDMENT EDGE':: ANCHOR._ 26 ` 26 'm rITW o
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WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 1 HINGE DETAIL 2 OwN'Itic 5255.5
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1.Maintain a minimum 5/B"edge distance,1"end distance,&7"o.c.spacing of FL-1 15
wood screws to prevent the splitting of wood. ISHELF 6 or 8
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N P.E. No. 43409 //IIs�� Ip1L� �� `
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PART OR ASSEMBLY: �+K BUILDING CONSULTANTS, INC.
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cn 0 N NO DATE BY COMPONENTS V Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
tO 2U 12 R.W.HUILm 113 nONe—A—B INC.
BILL OF MATERIALS * f'h
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A 1X BUCKSG>=0.55 .N. °mM
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B 2X BUCK SG>=0.55 WOOD ��i '••...... ?�� >m°m
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L #8 X 2-1/2"PFH WS STEEL
M 3116'X 3-114' PFH ITW CONCRETE SCREW STEEL
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26 #9 X 1.0"PFH WS STEEL
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