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Code Version 2014 FL# 5891.2
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�M�' � Tvoe anufecf4nrer ;`. ' '`t ` ' ,M r `� Vallidated By Sat"s
F 5891- Revision Therma-Tftr,Corp oa at Io n Ryan J. King, Approved
RS Fk# FL5892 2* 9 p E.
.Istory Modele b."SmoothStar" (813)767-
"N' Description:68"Impact"Opaque Fiberglass Single Door(X)Inswing or 6555
Outswing Configuration
;f a.
Category:Exterior Doors
l Subcategory:Swinging Exterior Door Assemblies
*p? *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC'and/or the Commission if necessary.
Contact Us::2601 Blair Stone Bnad.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 Skate of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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 not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8So.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 emalls provided may be used for official communication with the licensee.However emall 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,ES.,
k please dict here.
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Page 1 of 1
THERMAN
97.57'MAX:4.A. ~r�:. .• .���?
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FRAME WIDTH N:j ;C, a
THERMA TRU DDORS =,� m
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I IS INDueRiAL DR., EDGERTON, OH 43517 PANEL WIDTH
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"SMOOTH STAR" ® o=
FIBERGLASS SINGLE DOOR
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INSWING J OUTSWING
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GENERAL NOTES
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I. mts product has been evaluated and is in compliance with'the 5th Edition(2014)Florida Budding
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone'(HVHZ). SO a a a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base
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material shaltbe beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product compiles with Section Q
1609:1.2 of the FBC and does not require an Impact resistant covering.This product meets missile N
level Tr and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. o
4. For 2x stud framing construction,anchoring of these units shalt be the some as that shown for 2x o
buck•mosonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering anotysis o
by a licensed engineer or registered architect. _ _
TABLE OF CONTENTS ^'w c
SHEET R DESCRIPTION N=t
I Typical elevations,design pressures&general notes t?.VE !GN PRESSURE
2 Door panel detailsSWLNG , FRAME TT
N—o D
3 Horizontal cross sections ;r ,, ,„ .-DIMENSION,,.; PL3STA1!E'' NEGAAVE wre: 4/2,3/08
z
4 Vertical cross sections sw e: °
37 54 x$214 +67 0 57 Q"'
5 Buck and frame anchoring-2X buck masonry construction INSWING > DWG.BY, N AL m'
r 6 Frame anchoring-IX buck mosonryconstructionCNK.Dr: TS 3
7 Bill of Materials&Components ( '0UTSWING 37 54'x 80 b4
DRAWING ND.: �
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. SCALE: NJ.S. A
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EMB.(TYP.) E . LFS 3
1.1/4"MIN. no.:
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECT/pNm
3 inswing comgurotion $ Inswing configuration EMB:(NP.) 5891,2 0°
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G No.43409
£ PRODUCT: D c rwta Pmpured 9y. �,,, STJQB OF
P -- - THERAfA_TRU Lyndon F. Schmidt
a FIBERGLASS DOOR P.E No. 43409co
�2 1 2& 15 UPDATE TO 5TH E0. 2074 FBC tFS PART OR.AS.,SEM 3LY: BUILAINC co ItiO.
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6111112 REVISED 70 2010 F8C JK P.O. Box 230.Voldco. Fl.33595
I� ro NO DATE BY SS SELL Phone No.: 813,659.9197
CROSS SECTIONS
REVISIONS - FSAE C.A. No. 9813 ..
0 2000 A.W.BUILDING OnNSULTANTS INC.
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MASONRY TYP.HEAD& MASONRY71
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OPENING JAMBS OPENING
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JAMBS- (J ,,, o: o
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BUCKANCHORING STRIKEJAMS FRAMEANCHORING HINGE JAMB90 0
Masonry 2X buck construction
CONCRE7EANCHORNOTES: In w G'
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 g Z,
maybe required to ensure the MAX ON CENTER"dimension are not exceeded. 9 N w
3. Concrete anchor table R r
lLNCHOR ANCHOR ligtN MtN CtEARANCE MIN CLEARANCE, w o
TO MASONRY TO AOJAQEl4T
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tYPE .. SIZE: EMSELfMENt ANCHOR 10 , a^z
.,. EDGE .. ....'. ...
tTW 27 osrc: 4123108 z°
TAPCONffi, 114" T-i/4" 2 4" stasr N.T.S. °:
H ULTR ON� 1/4" 1-1/4" 1" A" CHK.BY:. LFS 3
WOOD SCREW INSTALLATION NOTES: DRAWING NO.: a
1.Maintain a minimum 5!8"edge distance,I"end distance,&1"o.e.spacing HINGE DETAIL LATCH R DEADBOLT DETAIL FL-589 7;2 0
of wood screws to prevent the splitting of wood. sNrsr 5 OF 7
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OPE ING
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TYP.HEAT?& •" 27 tt C' CO
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1X BUCK ( U"
x 1ATCHIRDEAD80liDETAII �� `�" ��
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STRIKE JAMB FRAME ANCHORING HINGE JAMB N
a Masonry I X buck constnrctio a o
CONCRETEANCHOR NOTES: p o Q
I.Concrete anchor locations at the comers may be adjusted to maintain the min. LOU
edge distance to mortar joints. m
2 Concrete anchor locations-noted as'MAX.ON CENTER"must be adjusted to 9 o
maintain the min.edge distance to mortarjoints,additional concrete anchors H ?
may be required to ensure the'MAX ON CENTER"dimension are not exceeded. @
3. Concrete anchor table iQ N a
:.ANCHOR ANCHOR •MIN
MIN CLEARANCE: :MIN CLEARANCE 10 ^d
TCt MASONRY _• TO AQ1,4CENT 1 b
TYPE $liE. rl MBEDMENT EL1GE ANCHOR a z
T17W. 4 23 08 i
PCON,' 1/4 1=T/4 2"= s , SCALE: N.T.S.ITIN 9
" TAPCON® 3/16" 1.1/4" 3" 1.1/2"
WOOD SCREW INSTALLATION NOTES: HINGE DETAIL
CaAwwc NO,
1.Maintain a minimum 5/8"edge distance.1"end distance,&t"o.c.spacing FL-5891.2 a
E of wood screws to prevent the splitting of wood. °m
SNEE7_�L OF 7
�J`�"• ,..... ,..may.'
OILL OF MATERIALS "O• g n
REM DESCRIPTION L $ A
A 1 X BUCK 5G>=0.55 �-
B 2X BUCK SG>=0.55 WOOD r---d.5b" �'•!.�"��' t�.�•�
WOOD t a
mM
C MAX.IX SHIM SPACE WOOD ���� '• ���• �'>° m
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL rf�>>Ni*i144►`��� w c
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE a z
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
G 3/1&'X 3-1/d"PFH ITW CONCRETE SCREW STEEL c 2.36" o g a
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL m D a`
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 1926 HEAD a 51�E '�
K #8 X 2-1/2"PFH WOOD SCREW STEEL Jamb v a
L #10 X 2PFH WOOD SCREW STEEL a
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 STEEL
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 2 a$ z
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUWM.
OOD
/WOOD
19 HEADER JAMB PINE,S.G.>=0.42) WOOD m °
20 SIDE JAMB PINE.S.G.-0.42 WOOD w c o0
21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL � �
27 LATCH STRIKE PLATE' STEEL �—----4.67' -----I o
28 DEADBOLT PLATE STEEL of tr
32 DOOR BOTTOM SWEEP PVC a °`
33 SELF.ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP, t8 LOW PRC1fllE OUiSWIHG BUMP FACE
40 FIBERGLASS DOOR PANEL-SMOOTH STAR
41 SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC
THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI
42 TOP RAIL COMPOSITE
0
d 43 LATCH STILE LVL WOOD N cn
44 HINGE STILE WOOD W o 0
45 BOTTOM RAIL I COMPOSITE 1 ('
g 46 POLYURETHANE FOAM CORE•1.9 LBS.DENSITY FOAM
47 LOCK BLOCK REINFORCEMENT WOOD ''~
a
NOTE-WOOD/LVL COMPONENTS(PINE,SG>=0,42)
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4123108 _
SCAM N.T.S.
DWG.0Y; AL M
a CHK.DY: LFS 3
DRAWING NO, 0
FL-5891.2 °a
SHEEP 7 OF 7 �
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