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F_i-5891_ Revision Therma-Tru Corporation
FL#: FL5891,2
History Model: b, "SmoothStar,
Description: 68 "Impact" Opaque Fiberglass Single Door (X) Inswing or
i Outswing Configuration
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
4pproved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POc and/or the Commission If necessary, -'m
Ryan J. Kir :I, Approved
P,E.
3 7676555
con ad :; 2601 Blair tton ad Tallah F Phone: a5_ D�_497_197�_
The State of Florida Is an AA/EEO employer. QR—yrlaht 2a07 n�i a
State of flo.lda :: Privacy Statement ment ;: AccesslbllHv Stat .
_--0t :: BefllD9..I�t4:Q C!it Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do n g sent electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85QAP2 1395. *Pursue to s action
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email add ss If • hey have
ne. The emalls provided may be used for official communication with the llcnnsee. However email addresses are public record. If you do not wish to apply a per.>onal
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 ( apter 455, F.s.,
please click harp_
Product Approval Accepts:
Credit Card
Safe
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umEnR .A A TM 1®
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THERMA TRU DOORS
1 IS INDur9TRIAL DR., EDGERTON, OH 43517
XOrl X 6 r'8,r
"SMOOTH STAR"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
"IMPACT'
GENERAL NOTES
I. 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 fisted and spaced as shown on details. Anchor embedment to base
material shall be beyond waft dressing or stucco.
3. When used in areas 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 "D" and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC.
4. For2x stud framing construction, anchoring of these units shot[ be the some as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered orchitect.
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ar DY" MAX. D.A.
FRAME WIDTH =0 � * —Z
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I� PANEL WIDTH i�I aj'i/,,' ••*• a• t,`,``` y ; � W
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OVERALL DEStGNFRESSURE;(P3Fj
'SWING t^ti�SINE. m
OlMENSION POStTtVF; NEGA111/f.` a . z u
BITE: 4 23 08
0
INSWING 37.59"x82.19" +67.0 -67.0 ALE
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OUTSWING 37.S9" x 80.69" f8T - y °Y0' BY' AL m
ES, .0
OMWNIG NO.: C
FL-589 r.2 m
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SFtEET —1 OF 7 m
R-AC'leMATWMTrUPFRMANMFrqdda PmductAWOWLSkFL-589INDraMngs\Ciirrenr%FL-5891h,.0 22
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THERFAA—rRu
FIBERGLASS DOOR
IR ASSEMBLY:
DOOR PANEL DETAILS
s
W 434 .1 1 T
:77 4
7 F- Schmidt
Ia.
F1fALD
fit
ING Co
V, P-0. Box 230. vairf.., FL -95
Phone No, 813.659.9197
Wliimrts\r—Tru PERMANENT\Flodda Product APP.Is\FL.5891\Drawings\Current\FL-58914,y, 3,,
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DATE
SOCK R-W. B.".—
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-mill
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92
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WAM
7HERMA—TRU
FIBERGLASS DOOR
Lyndon F- Schmidt °yiice'' �e0 4
P E. No
�3gpg'�
ASSEIAEILY:
HORIZONTAL
G)�`� BUILDING CONSULTANTS, �N�
P-O- Box 23D,
CROSS SECTION
f/Y Valrico, FL 33 D5
Phone No.: 813.e39.9197
FBPE CA. No. 9813
R1CfientA7henre Tro PBW"U`IT�Fbdtla "'APP O"*WL-g9lkMawin9ACurrent\FL-W91d.rsy 42
RM
IM
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2 1 28 75 OF
/ 12 RE
°j NO DATE
1� 213I3B R•W' nUlLorwc CONBULlq r•
I=;
IRU
FIBERGLASS DOOR
VERTICAL
CROSS SECTIONS
I•t1111�11►,
No.43401
Tk 'I l r
ax F. Sehmitlt �
tF''1wl
BURDINO CONSULTANTS,IMy1,
w-O. got 230, Vefrlw. FL 33& :i
—.Phone No, 913.859 9197
FBPE CA, No. 9813
_
a
MASONR
OPENING
2X BUl
SUCK ANCHORNG
CONCRETEANCHOR NOTES:
3. Concrete onchorlocoHons at the comers maybe adjusted to maintain the info.
edge distance to mortar joints.
t. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded,
3. Concrete anchor table:
TAPCONO 4"
ELCO i/�" T-1/4" T^
ULTRACON Q^
WO00 SCREW INSTALLATION —NOTES.•
1. Maintain a minimum 5/8" edge distance, I"end distance, $ 141o.c. spacing
of wood screws to prevent the splitting of wood.
STRIKE JAMS
MASONR'
OPENING
FRAt
2X BUl
FRAME ANCHORING
Masonry 2X buck comtruction
HINGE DETAIL
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HINGE JAMS
LATCH 8 DEADSOLT DETAIL
BY: AL I m'
By: LFS ;
MNG NO.; C
FL-5891.2 0
O
-7 5 OF_J "
W1
N
STRIKE JAMB
HINGEJAMS
CONCRETE ANCHOR NOTES•
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortorloints.
I Concrete anchor locaffam noted as'MAX, ON CENTEk, must be adjusted to
maintain the min' edge distance to mOrtarl0ints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are, not exceeded.
3. Concrete anchor table.,
ANCHOR;
qY0R
kRANCE,*J'—
`�* MIN.'CLEARANC,
nw
TAPCON' 1/4" 1.1/4- 2"
ITW
TAPCON® P3116" 1-1/4-
1-1/2-
WOOD
SCRTW�MSTAIIA77
I Maintain a mkilmum 513"edge distance, 1'end distance, & I,, O.C. Spacing
of wood screws to Prevent the splitting of wood.
LAMH & DEADAW DETAIL
HINGE DETAIL
%%%— * W-11,141.
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NM NO.;
FL-5291.2
13
x 6 OF 7 re
I BILL OF MAWRIA/ e
IIICm1 Ut�l lUPTIOpI I
A _1XBUCK SG>=0.55 AU41ER►AI
... __
cn own av += u.oa WOOD
C MAX.1/4"SHIM SPACE
WOOD
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 ITW CONCRETE SCREW
H
1/4"x3-1/4"PFHITWCONCRETE 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 7' PFH WOOD SCREW
STEEL
7
SHORT REACH COMPRESSION WEATHERSTRIP
STEEL
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
9
4" X 4" HINGE .09T' THK.
FOAM
10
#10 X 3/4" PFH WOOD SCREW
STEEL
17
KWIKSETSIGNATURESERIESPASSAGELOCI
STEEL
18
LOW PROFILE OUTSWING BUMP FACE THRESHOLD
STEEL
19
HEADER JAMB PINE, S.G.>= 0.42
ALUM./WOOD
WOOD
20
SIDE JAMB PINE, S.G.>= 0.42
WOOD
21
KWIKSET SIGNATURE SERIES 780 DEADBOLT
WOOD
Y7
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
32
DOOR BOTTOM SWEEP
STEEL
33
5ELF ADJUSTING INSWING SADDLE THRESHOLD
PVC
40
FBERGLASS DOOR PANEL - SMOOTH STAR
ALUM.COMP.
41
SS DOOR SKIN .070" MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
42
TOP RAIL
;WOOD
43
LATCH STILE
CITE
44
NINGE STILE
L
45
BOTTOM RAIL
46
POLYURETHANE FOAM CORE - 1.9 LBS. DENSITY
COMPOSITE
47
LOCK BLOCK REINFORCEMENT
FTA
WOOD_
NOTE; WOOD/LVL COMPONENTS (PINE, SG >= 0.42)
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18 LOW PROflLE OUISWING BUMP fAGE
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80 2
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7-
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(�SELFADJUSTINGSADDLE THRESHOLD
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DHAN7NG NOa
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f1-5891.2 0
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