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Product Approval Menu>Application Detail
FL# FL20468-112
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbidgconsultants.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 Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J.King,P.E.
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL20468 R2 COI (b)Certificate of Indevendence.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2009
ASTM E1996 2006
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL20468 R2 Equiv EOUIVALENCY OF STANDARDS.pdf
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DOORS
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1. This product has been evaluated and is In compliance with the 61h Edition Z °'
(2017)Florida Building Code(FBC)structural requirements excluding the"H•rgh iso
Velocity Hurricane Zone"(HVHZ). O O
2. Product anchors shall be as fated and spaced as shown on details.Anchor m c�7 c o
embedment to base material shall be beyond wall dressing or stucco. m w ry_w X of
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3. When used in areas requiring wind bome debris protection this product
compiles with FBC Sections 1609.1.2&R301.2.1.2 and does not require an �g
Impact resistant covering.This product meets missile level"D"and includes Wind
Zone 4 as defined In ASTM E1996 and FBC Sections 1609.12.2&R301.2.1.2.1.
12 4. For 2x stud framing construction,anchoring of these units shall be the some as o
that shown for 2x buck masonry construction. c c
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5. Site conditions that deviate from the details of this drawing require further Z o
engineering analysis by a licensed engineer or registered architect. $
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6. Fiber-Classic&Smooth-Star Door panels requre the use of"J"part numbers and F? X
must be stained or painted within six months of installation. C8
TABLE OF CONTENTS _
SHEEN DESCRIPifON 41Z
I T ical Elevations, a Pressures&General oes
2 Door Panel Details 3 Elevations DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSO a4 Horizonte&Vertical Cross Sec ns Buck LOCK INSWING OUTSWING a
a
CONFIGURATION
5 Horizontal&Vertical Cross Sections 1 Buc HARDWARE DAIS 08102116 i
6 Horizontal&Vertical Cross Sections Dvect to masonry) POSITIVE NEGATIVE POSITIVE NEGA7IVE o
7
Vertical Cross Sect m_ resho ds scuE N.T.S. m'
a 8 Buck&rrameMc oMg X Latch&DeadboN +67.0 -67.0 +67.0 -67.0 owe Br: JK
9 Hardware Details Drer.en LFS 3
9 Components X Multipoint +50.0 -50.0 +50.0 -50.0 DRAWING No.: d
I1 Bill of Materials See Sheet 3 for Hardware Specifications Fl—20468.1 0
bSHFET�OF�
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EXTERIOR
0 0.406' EXTERIOR 1.198"
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1.198, 1.198" 8", 0.406"
1.87
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COMPOSITE
CAP
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COMPOSITE HINGESTILEINTERIOR LOCK BLOCK LE STILE
(12.Y LONG LVL) (ENGINEER COMPOSITE HINGE STILEINTERIOR LOCK BLOCK
CA E ED WOOD) CAP (ENGINEERED WOOD) (12SLONG WOOD) (ENGINEERED WOOD)
P (ENGINEERED WOOD) 50o
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36.0"MAX, 35.813!'MAX. 35.813*MAX.
DOOR DOOR DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH CK
r3 r3
FOAM CORE
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1.9 PCF MIN.)
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INTERIOR EXTERIOR INTERIOR EXTERIOR
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DAM 08102116 23
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DRAWIND NO.:
DOORPANEL DOOR PANEL DOOR PANEL FL-20468.1
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2 2 2 5 MANUFACTURERMODEL.
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a 4 5 6 6 SCHLAGE KNOB: F51 0
DEADBOLT' B60 Roo
$ X KNOB: SIGNATURE SERIESi o
>3 KWIKSET DEADBOLT: SIGNATURE SERIES(980) m ¢¢
SEE HARDWARE rp
OPPE MULTIPOINT:MPDGART
CHART RMA-TRU) (3 pt.Manual Tongue)
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$ MM 08102116 i
Fiber-Fiber -Star Door Panel Oatlons N.T N.T.S. °
On.EM JK m'
Products approved include all embossed panel doors and 2 panel recessed panel doors. CM ft LF8 3
Similar opaque panel configurations are allowed. ORMNO No.:
Panels shown are for illustration and are representative only. F1.-20466.1 0
SHEET
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No.43409••,'
11/29/175
Psm' o g PRODUCT: tbcumontn Prepared W. .01% 8IAIEOF 44
O THERMA—TRU Lyndon F. Schmidt •••.;;t01iID.
FIBERGLASS DOOR P.E No. 43409 �i�'B9'QI0��
o a y N 2 11715 77 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: �j�(/BUiIDING CONSULTANTS,�II�ILt```,
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7117117 UPDATE 70 6th ED 2017 fBC JK HORIZONTAL & VERTICAL dl�j/�/ P•O. Box 230, Valrico, FL 33595
In NO DATE CROSS SECTIONS (2X BUCK) Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
0 201 6 R.W.BUILDING CONSULTANTS INC.
R-XGients\Therma Tni PERMANENT\A-FWdda Product Appmvals\FL-28465 WBDR TT FC SS Impact.Composite\C-D mtin AR 20968(2017)-CURRWUL-20968.1-3.dwg,51
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T F THERMA-TRU Lyndon F. SehmTdt .0%
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IN ro o 0 FIBERGLASS DOOR P.H. No. 43409 �'Z u A nNAL ��•
o " r y N 2 11 15 f7 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: XBUItDINO CONSULTANIS•7�1�lC�ltitt�
1» 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK P.O. Box 230, Val7fao, FL 33595
I- rn NO DATE -EiBY HORIZONTAL & VERTICAL phone No.: 813.659.9197
REVISIONS CROSS SECTIONS (1X BUCK) FOPE CA No. 9813
0 201 6 R.W.BUILDING CONHULTANTG INC.
IL•\CIie.M,rh rma Tm PERNANENT%A-Florida Rodin APPMQIS\R.-20968 WBDR T7 FC SS DnWct-ComPosi4\C-Dra�rinqS1FL 20468(2017)-CURRFNM-20468.1-3An9,&1
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r N 7HERMA—TRU Lyndon P. Schmidt ���'�••••.!toRtD!; `
Im to Z o FlBERGLASS DOOR P.E. No. 43409
2 11715717 RECESSED PANEL NOTATION JK I PARE OR ASSEMBLY: G� BUILDING CONSULTANTS
�y m fi In 1 7 17 17 UPDATE Tb 6th ED 2017 FBC JK BUCK& FRAME ANCHORING P,O• Box 230, Valrieo,,FL 33595
rn NO DATE E{Y Y Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
2076 R.W.BNILOIND C�N$NLTANT�I NC.
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2X BUCK 28 p p i���' •• ll````� ?>M
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IX BUCK G DETAIL iiYP.i $a c Z
DIRECT TO M 26
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MASONRY
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1XBUCK G 27 V SEE TONGUE a (�
29 STRIKE DETAIL � 2X BUCK L
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DIRECTTO M (tel
9 MASONRY O 1X BUCK G
LATCH&DEADBOLTDETAIL °' DIRECTTO M 0 31
1 +� MASONRY
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SEE LATCH TONGUE STRIKE DETAIL m w
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2X BUCK L &D ETAI�LT uon cSEE LATCH
IX BUCK 6 DEADBOLT m zq
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DETAIL
DIRECTTO MASONRY MIKE28 2XBUCK
8 1X BUCK G STRIKEJAMB HINGEJAMB STRIKE DIRECT TO M o n
2X BUCK 45 Latch and Deadbolt Multipoint Lock MASONRY 30
1-0-1 N
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3 1XBUCK G 27 id
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MASONRY M L 2X BUCK LATCH&DEADBOLT DETAIL B
LATCH&DEADBOLT DETAIL 29 G 1X BUCK upon oc
$ Schloge 9B M DIRECTTO x�' z
a MASONRY MULTIPOINT LOCK STRIKE DETAILS
9 LATCH&DEADBOLT STRIKE DETAILS
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(Standard Deadbolt Strike Plate) M MASONRY 24 23 n
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DEADBOLT STRIKE DETAILS HINGE DETAIL ME N.T.S.
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DRAWING ND.:
€ FL-20468.1 a
SHEET 9 DF 711
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BIU OF MATERIALS BiLL OF MATERIALS .
•,
ITEM 0 DESCRIPTION MATERIAL ITEM 0 DESCRIPTION MATERIAL Z _
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL z M n
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'�,�•''• ,�.`� m n
D 1/4!'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL �'��ip �t P1.
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL a $ X o Z
G 3116'X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL \ E =S OC w
J l/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 'm°a a
2 L #10 X 2-1/2"PFH WOOD SCREW Q.I S'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP ¢ 4 0
M 3/16"X 21/4"TTW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP € z
N 3116'X 2-3/4'ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPa
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP
$
9 1 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
10 1 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK)
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) m
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) of
" 18 OUTSWING THRESHOLD ALUM/COMP a
22 #8 x 3/4"PFH WOOD SCREW STEEL
23 #10 x 3/4"PFH WOOD SCREW STEEL "�
24 #10 x 1"PFH WOOD SCREW STEEL
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CONCRETE ANCHOR NOTES:
B o
1.Concrete anchor locations at the comers may be adjusted to maintain the min. 5
edge distance to mortarjolnts. D.
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
3.Concrete anchor table: a i
ANCHOR ANCHOR MIN M►N rLEARANCB MIN CLEARANCE
iOMASONRY TOADJACENi
TYPE . SfZE EBEDMENT ,. .EDGE..•:... ANCHOR
.. ................. ^ m
TAPCON' 1/4" 1.1/4" 2" 4
+195
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ELCOULTRACON' 1/4" 1.1/4" 1" 4" 08 02 i6 c
SCALL N.T.S.
TAP
ITCWON® 3/16" 1.1/4" AS SHOWN 1.1/2" DwD,w. JK
'
2 ;
WOOD SCREW INSTALLATION NOTES: D NO.:
1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of
wood screws to prevent the splitting of wood. FL-20488'1 n
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