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5891.2
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_ Y
89 - Revision Therma Tru Corporation
Bra FL*: FL5891.2
Ryan J. King, Approved
History Model: b. "SmoothStar"
RE.
6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
L813Description:
6555 767-
Outswing Configuration
Category: Exterior Doors I
Subcategory: Swinging Exterior Door Assemblies
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the rnmm�R�en Is ..e..e�..,...
Contact Us ;: 2601 Blair Stone Road, Tallahassee FL 32399
The State of Florida Is an WEED employer. Coovdpht 2007- 013 scat of Florida.:: Privacy c
Under Florida law, email addresses are public records. If you do not want your a -mall address release
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any qw
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. n
one. The emalls provided may be used for official communication with the licensee. However email adc
address, please provide the Department with an email address which can be made available to the pu
please dick ham.
Product Approval Aaepte:
®® eCtc's M
Credif:Card
29:: A Wlblllty Statement:: Refund Statement
response to a public -records request, do not send electronic
ns, please contact a50.487.1395. -Pursuant to Section
Provide the Department with an email address If they have
;es are public record. If you do not wish to supply a personal
To determine If you are a licensee under Chapter 455, F S
http:/Avww.fioridabuilding.org/pr/pr_app_Ist.aspx
8017. 8:55 AM
Page 1 of 1
IHERMANTRU G
THERMA TRU DOORS
1 1 6 INDUSTRIAL E)R., EDGERTON, OH 4351 7
3'01' X 6 "8"9
"SMOOTH STAR"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
'IMPACT°`
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone•' (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wag dressing or stucco.
3. When used in areas requiring wind borne 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 "D" and excludes Wind lone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction, oncooring of these units shag be the same as that shown for 2x
buck masonry construction.
5. She conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered architect.
TA8W OF CONfEMS
SHEET#
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Door panel detogs
3
Horizontal cross sections
4
Ventral cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring - IX buck masonry construction
7
BID of Materials & Components
37.59" MAX. O.A.
FRAME WIDTH
36.00" MAX.
PANEL WIDTH
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-:DESIGN PRESSURE (PSF)
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INSWING
3749" x 82.19"
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37.59' x 80.69"
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PRODUCT:
THERMA-iRU
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Lyndon F. Schmidt ��i� •,••,'iqq'•• `���
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PART OR ASSEMBLY: -
DOOR PANEL DETAILS
6 7 7 12
REVISED TO 2010 FBC
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Phone No,- 1513.659.9197
REVISIONS
FBPE C.A. No. 9013
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z E PRODUCT: Document. Pnrpamd By, : •S, 8ppedp
�l B THERMA—TRU Lyndon F. Schmtdt
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NO DAT BY CROSS SECTION Phone No.: 813.659.9197
REVISIONS FBPE CA. No. 9813
Qt 2000 R.W. eu.Lou.a Co.-- Inc.
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BY
12008 R.W. BUILDI.n 0C.SULTANTn INC.
THERMA—TRU
FIBERCUASS DOOR
'ASSEMBLY:
VERTICAL
CROSS SECTIONS
1-1/4-MIN.
EMB. (TYP.)
1-1/4" MIN.
EMB. GYP.) --�I
* . No. 43409
IT
Dom—b Pnr
Lyndon F. Sohmldt �i •.,
P.E. No. 43409�
BUILDING CONSULTANTS,
RWP.O. Box 230, VWrtw, FL 33595
Phone No.: 813.659.9197
___ FBPE Cam. No. 9813
MASONRI
OPENING
2X SUC
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BUCK ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
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.
a 3. Concrete anchortable:
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ANCHOR
:ANCHOR-
h11N .
MIN CLEARANCE
MIN CLEARANCE
SIZE
EMBEDMENT
' • "� MASONRY
iD ADJACENT..'.
_`TYPE
EDGE'
ANCHOR` :;
ITW ®
TAFCON
1/4"'
1.1/4"
X,
q"
ELCO
1/4°
1.1/4"
1"
q^
WJDDULTRACON
D SCREW
INSTALLATfON
NDifS:
I. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing
€ of wood screws to prevent the splitting of wood.
6
STRIKE JAMB
MASONRY
OPENING
FRAM
2X BUC
FRAME ANCHORING
Mosonry 2X buck construction
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CONCRErEANCHOR NOTES'
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1. Concrete anchor locations at the comers may be adjusted to maintain the min.
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edge distance to mortar joints.
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2. Concrete anchor locations noted cis "MAX. ON CENTER" must be adjusted to
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maintain the min. edge distance to mortar joints, additional concrete anchors
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may be required to ensure the MAX. ON CENTER" dimenston are not exceeded.
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3. Concrete anchor table:
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HINGE DETAIL
=-Intinimum 5/8" edge distance, 1 end distance, & 1 ocspaFL-5891.2ws
to prevent the splitting of wood.
SHE
CHOR'ANCHORCLEARANCE
MBEDMENi.MASQNRYCENT'.:Eil)GE�®
1/4"
1.1/4"
2"
4"TA►CONITYY3/lE:"3"TAPCOH®NS
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BILL OF MATERIALS
REM
DESCRIPTION
MATERIAL
A
IX BUCK SG>=0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
MAX. 1/4" SHIM SPACE
WOOD
D
i /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" X 3-1 /4" PFH RV✓ CONCRETE SCREW
STEEL
H
1/4" x 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
J
1/4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
K
#8 X 2-1 /2" PFH WOOD SCREW
STEEL
L
# 10 X 2" PFH WOOD SCREW
STEEL
7
SHORT REACH COMPRESSION WEATHERSTRIP
FOAM
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
9
4" X 4" HINGE .097" THK.
STEEL
10
#10 X 3/4" PFH WOOD SCREW
STEP,
17
KWIKSET SIGNATURE SERIES PASSAGE LOCK
STEEL
18
LOW PROFILE OUTSWING BUMP FACE THRESHOLD
ALUM./WOOD
19
HEADER JAMB PINE, S.G.>= 0.42
WOOD
20
SIDE JAMB PINE, S.G.>= 0.42
WOOD
21
KWIKSETSIGNATURE SERIES 780 DEADBOLT
STEEL
27
LATCH STRIKE PLATE
STEEL
26
DEADBOLT PLATE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
SELF ADJUSTING INSWING SADDLE THRESHOLD
ALUM.COMP-
40
FIBERGLASS DO- RPANEL -SMOOTH STAR
41
SS DOOR SKIN .070r' MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH Fy {MIN.) = 6,000 PSI
SMC
42
TOP RAIL
COMPOSITE
43
LATCH STILE
LYL WOOD
44
HINGE STILE
WOOD
45
BOTTOM RAIL
COMPOST
46
POLYURETHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
47
1 LOCK BLOCK REINFORCEMENT
WOOD-71
NOTE. WOOD/LYL COMPONENTS (PINE, SG >= 0.42)
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PING NO.:
FL-5891.2
7 7 OF 7