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FL# FL15227-R2
;.
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
Archived ❑
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By Ryan J. King, P.E.
W Validation Checklist- Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM D638 1996
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15227 R2 Eouiv of Standards.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 3/14/2017
Florida Building Code Onlir� Page 2 of 3
0
Product Approval Method Method 1 Option A
Date Submitted 06/01/2015
Date Validated 06/28/2015
Date Pending FBC Approval
Date Approved 07/05/2015
Date Revised 12/02/2015
Summary of Products
FL# Model, Number or Name Description
15227.1 a."Classic-Craft" and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites.Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15227 R2 C CAC 15227.1 NAMI certs.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2015
Design Pressure: N/A Installation Instructions
Other: See INST 15227.1-68(6'8 Door Products),INST FL15227 R2 II Inst 15227.1.pdf
15227.1-80(8'0 Door Products)and INST 15227-68M(6'8 FL15227 R2 II Inst 15227.1-68.pdf
Door Products Direct to Masonry)for installation FL15227 R2 II Inst 15227.1-80.1)df
instructions. (Note-Glazing Shall comply with ASTM E1300- FL15227 R2 II Inst 15227-68M.pdf
04 See INST 15227.1 fo r Glazing Details) Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15227 R2 AE Eval15227.1-68.pdf
FL15227 R2 AE Eval 15227.1-80.pdf
FL15227 R2 AE Eval15227-68M.odF
FL15227 R2 AE TT-Plastics.1.1)df
Created by Independent Third Party: Yes
15227.2 b. "Construction Series"and 6/8 Opaque Steel Door with and without Sidelite s.Inswing
"Benchmark by Therma Tr
and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15227 R2 C CAC 15227.2 NAMI certs.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2015
Design Pressure: N/A Installation Instructions
Other:See INST 15227.2-68(6'8 D oor Products)and INST FL15227 R2 II Inst 15227.2.pdf
15227-68M (6'8 Door Products Direct to Masonry)for FL15227 R2 II Inst 15227.2-68.pdf
installation instructions. (Note-Glazing Shall comply with FL15227 R2 II Inst 15227-68M.pdf
ASTM E1300-04 See INST 15227.2 for Glazing Details) Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15227 R2 AE Eval 15227.2-68.pdf
FL15227 R2 AE Eval 15227-68M.odf
FL15227 R2 AE TT-Plastics.1.pdf
Created by Independent Third Party: Yes
15227.3 c."Fiber-Classic"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites.Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15227 R2 C CAC 15227.3 NAMI certs.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2015
Design Pressure: N/A Installation Instructions
Other:See INST 15227.3-68(6'8 Door Products),INST FL15227 R2 II Inst 15227.3.pdf
15227.3-80(8'0 Door Products)and INST 15227-68M(6'8 FL15227 R2 II Inst 15227.3-68.pdf
Door Products Direct to Masonry)for installation FL15227 R2 II Inst 15227.3-80.pdf
instructions.Note- Glazing Shall comply with ASTM E1300- FL15227 R2 II Inst 15227-68M.pdf
04. (This product approval requires the use of"J" part Verified By: Lyndon F. Schmidt, P.E.43409
number doors and sidelites,which have been stained or Created by Independent Third Party: Yes
painted within 6 months of installation- Excludes Opaque Evaluation Reports
Benchmark Door Panels.) FL15227 R2 AE Eval 15227.3-68.pdf
FL15227 R2 AE Eval 15227.3-80.pdf
FL15227 R2 AE Eval15227-68M.pdf
FL15227 R2 AE TT-Plastics.1-odf
Created by Independent Third Party: Yes
15227.4 d. "Premium Series"and 6/8 and 8/0 Opaque and Glazed Steel Door with and without
"Benchmark by Therma-Tru" Sidelites.Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15227 R2 C CAC 15227.4 NAMI certs.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2015
Design Pressure: N/A Installation Instructions
Other:See INST 15227.4-68(6'8 Door Products),INST FL15227 R2 II Inst 15227.4.pdf
15227.4-80(8'0 Door Products)and INST 15227-68M(6'8 FL15227 R2 II Inst 15227.4-68.odf
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111
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• 68.50"MAX,
THERMAOTRU '-105.57'MAX.OVERALL FRAME WIDTH— OVERALL WIDTH
1 2 3 1 2 3 �S'•. Z
THERMA TRU DOORS
I IS INDUSTRIAL DR.,EDGERTDN,aH 43517 , r - -_ , // •p �\` ]n Ol
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INSWING/OUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES as m.
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General Notes 1 2 3
6 5 6 6 6 6 6 A 6 6 6 6 6
1. This product anchoring drawing has been developed in compliance with the 5th Edition ¢u) J Q
DOUBLE W/SIOEUTES OXXO SINGLE W/ SIDELI7ES OXO
(2014)Florida Building Code(FBC)including the"High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE N m °�
Certification Agency Certificate for sizes,specifications and ratings. ?w N w v
+55.0 -55.0 +40.0 -40.0 _
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o
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to base material shall be beyond wall dressing,stucco,foam,brick and other wall 53.0(Y'MAX. o E
coverings. 37.5(Y'MAX 74.SD MAX. OVERALL WIDTH a a 4
�{ OVERALL OVERALL WIDTH
3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. I WIDTH i 2 3 t 2 3 m
All other fastener types to be installed following fastener manufacturer's installation 5 s s 5 5 5
instructions. T
_�J I�'{J a
3 4. Fastener embedment depths,edge distances and center-center distances shall be as r y r r t ; ;,
" specified by the fastener manufacturer but in no instance shall they be less than shown in a f f 4 v H lr�I �7,1 � �_ N cn
•3 W 2 5 I, ,I I, ,I 5 a ;, I' it I' I I' ;I I' ,I i, I�,i D z
this drawing. 0 , ,I I, ,I 5 1� :1 i' i 1� ii I ii 4 O
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5. Where shims are used,they must be a'f igid/stiff'material that complies with the '� 5 ° 5 I � 't y I �1 � -y e �� L��J n �
requirements of the FBC. 5 f 5
6. Positive and negative design pressure requirements for use with this droving shall be
determined by others for specific jobs in accordance with the governing code.
0 7. Site conditions not covered by this drawing are subject to further engineering analysis. ¢ z
v' 4 5 6 4 5 6 1 2 3
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TABLE OF CONTENTS 6 6 6 6 6 6 6 6 6 6 6 6 _o 0
zSHEETS DESCRIPTION SINGLE X z D
Z MAX DESIGN PRESSURE DOUBLE XX SINGLE W SIDELITE OX o
1 Typical elevations,design pressures&generol notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE DATE: 2/21/12 z
+67.0 -LS7.0 SCALE: N.T.S. 9
m 2 Buck anchoring +55.0 -55.0 +40.0 -40.0 owc.Ely: JK m
e 3 Frame anchoring
4 Frame anchoring&bill of materials cHR.BY: LFS 3
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5 Hor zontal&vertical cross sections LOCK HARDWARE MFG A SERIES DRAWING NO.:
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6 Vertical cross sections KWIKSET SIGNATURE SERIES LATCH FL-15227.5-68 -
KWIKSET SIGNATURE SERIES 780 DEADSOLT D
SHEET I OF 6 N
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OPENING TYP. HEAD OPENING REFERENCE OPENING TYP REFERENCE o x zo
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NOTES: OPENING TYP. HEAD TYP. I REFERENCE II SHOWN FOR II N LA
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SHOWN FOR & JAMBS II
CONCRETE ANCHOR NOTES: 2X BUCK—/ REFERENCE 2X II
1.Concrete onchorlocations,at the corners may be adjusted to maintain the min. BUCK
< —————
< edge distance to mortar joints. X X z
t; 2.Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to 11
maintain the min.edge distance to mortarjoints,additional concrete anchors ASTRAGAL
2 z
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. SHOWN FOR C�(3
3. Concrete anchor table: a,
GJ REFERENCE ———— uj 1z
............ .................. MIN CLEARANCE MIN CL�ARANC 0
... ... .. 70 MASONRY
, MINRj:
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ITW 1/4" 1-1/4" 2" 4" 11 SCALE N.T.S. 3
1APCON F DWG.ErY-. JK III
ELCO 1 1/4" 1-1/4- 1. 4" DOUBLE DOOR CHK.BY. LFS
ULTRACON BUCK ANCHORING MASONRY J DOUBLE WZSIDELTES DRAWING NO.:
WOOD SCREW INSTALLATION NOTES: OPENING BUCK ANCHORING
FL-15227.5-68
1.Maintain a minimum 518"edge distance,I"enddist(3nce,&I"o.c.spocingof o--wood screws to prevent the splitting of wood. SHEET 2 ., 6
IN
"C• 7" PAIRS 30 j`^ a "A" �r L• _ O
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SIDELTTE TO DOOR JAMS CONNECTIONS) N}
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W/2X BUCK 2 m
INSTALLATION w
W/1X BUCK o
INSTALLATION 12 1 C w
W/2X BUCK 3 Cs o_
Item DESCRIPTION Material INSTALLATION =
A 10 x 2-1 2 PFH WOOD SCREW STEEL
10 X 1-3 4 PFH WOOD SCREW ~STEEL 1 11 O o
W/1X BUCK
C 10 X 1 PFH WOOD SCREW STEEL DETAIL "1" INSTALLATION w
13
1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL
2 10 x 2" LG. PFH WOOD SCREW STEEL i
3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL DETAIL "3" m
4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT w =
5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL e STRIKE PLATE TO FRAME
9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL AS SHOWN. _ m
11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL C ^Z 0
1
12 1 4" x 3-1 4" ITW PFH CONCRETE SCREW STEEL
z DATE: 2121112
a MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ,4CI D
13 307 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE SCALE: N.T.S.
2 16 1 4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 1 DWG.BY: JK M.
~ 20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD CHK.BY: LFS 3
K. PRESSURE TREATED SIDELITE PAD WOOD DETAIL "4" DRAWING NO.:
>; 30 112 X 1" X 25 GA. CORRUGATED FASTENER STEEL FL-15227.5-68 0
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No.43409
7
�^ x c PRODUCT: Document. Propene ey: �• BiATE OF ••
I " •" 7HERMA—iRU Lyndon F. Schmidt i��`•••••�OFt1D�`.�'O\��
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noon
N FIBERGLASS DOOR P.E. No. 43409 'piss/p At
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o v PART OR ASSEMBLY: J lr BUILDING CONSULTANTS, INC.
IU in 1 1115115 UPDATE TO 5TH ED. 2014 FBC LFS -I/I/ P.O. Box 230, Valrica, FL 33595
° I N 1 NO DATE BY HORIZONTAL & VERTICAL YYYVVV Phone No.: 813.659.9197
co REVISIONS CROSS SECTIONS FBPE C.A. No. 9813
02012 R.W.BUILDING C—B—ANTS INC.
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