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Code Version
2014
FL#
Application Type
ALL
Product Manufacturer
`891.2
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
A _L
Quality Assurance Entity
ALL
t Entity Contract Expired
A _L
Product Model, Number or Name
ALL
Product Description
L
Approved for use in HVHZ
ALL
Approved for use outside HVHZ
4
A L
Impact Resistant
ALL
Design Pressure
A'L
Other
ALL
ALL
F'r_
FIB 5891-
B-5
11sl tory
A plicatlons
Manufacturer
_ _yafldet x atp�
Revision Therma-Tru Corporation
li FL#: FL5891.2 i Ryan ]. Kinl . ; , ►pproved
Model: b. "SmoothStar" PE• !i
Description: 618 "Impact" Opaque Fiberglass Single Door (X) Inswing or (8131 767-
Outswing Configuration
Category: Exterior Doors
S1111 11 or Swinging Exterior Door Assemblies
DBPR. Approvals by DBPR sha�he revlewed9 lid ratlDed by the POc and%or the commission If necessary.'
Contact w :: 7601 8181r ctpne 2nad Tall-h- eC E aZaao phon Bye-ae7-1a 4
The state of Florida Is an AA/EEO employer. CODytlaht 092-2013 crate of Florida :: PrlyA v Statement : • Amesslbllity Statement :
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do nc send dectnlnlc
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850,487 1395. 'Pursuar to se lion
455.275(i), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr is one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to! tl ey have
p If If I personal
address, please provide the Department with an email address which can be made available to the public. Th determine If you are a licensee under CI 'pier - .55, F. s.,
please click here .
Product Approval Accepts:
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THE:P-MA TRU ®001Rs
1 16 INDUSTRIAL DR., EDGERTON, ❑H 43S77
3'0'r x 6 g8fF
"SMOOTH STAR"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
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GENERAL NOTES
t. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (178C) 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 wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product complies with Section
1609.1.2 of the F8C 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 1609.1.2.2of the F8C.
4, For 2x stud framing construction, anchoring of these units shall be the same 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 architect,
37.59"MAX.OA
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r D y W 2 1/28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY:
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Can BY ODOR PANEL Dams12008 R.W. 13N,LOINO CoMBUi TA INC. REVISIONS
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UPDATE TO 5TH E0. 2074 FBC I2 LFS PART OR ASSEMB
N y y o 1 6 11 REVISED TO 2010 FBC JK -� LY
N;
O DATE 9Y VERTICAL
2OD8 R.W.
REVISIONS CROSS SECTIONS
F7l1�LCING CCNBIILT MC Ir.,C.
1-1/4" MIN.
EMB. jTYP.j
MB.
MIN. _
EMB. (TYP.)
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BU4.DIN4 CONSULTANTS rIN 111
PA. Box 230, Valrtoo, Fl. 335' .I J
.. Phone No.: 813.899.9197 J
FBPE CJ1. No. 8813
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BUCK_ ANC_ HORING
CONCRETE ANCHOR NOTES:
S1. Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mcrtarjoints,
^. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
mointain the min, edge distance to mortcrjoints, additional concrete anchors
maybe required to ensure the 'MAX, ON CENTER" dimension Ore not exceed
a 3. Concrete anchor table: ed.
OR ANCHOR .: MfN:: ' .MfNr CLEARANCE 'MIN;CLEARANCI
;F TYPE SITE iEMBEDMENT 70 MASONRY .. Tb A0lACEfYf
i 1TW .. ..',.ANCHOR =..
TAPCON0 Tµ" 1-1/4" p• 4
ULTRACON
WOOD SCREW INSTALLATION NOTES: 4"
1. Maintain a minimum 518"edge distance, I"end distance, & 1"O.C, spacing
i cf wood screws to prevent the splitting of wood.
STRIKE JAMB
MASONR
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FRAME ANCHORING
Masorvy 2X buck Conshucfion
HINGE DETAIL
HINGE JAMB
LATCH & DEADBOLTDETAIL
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Masonry ] X buck consttVcfiail
CO NCRE7EANCHORNOTES:
1. Concrete an
or at the comers may be adjusted to maintain the min.
onts.
`2,ede distance to Concrete anchorloca onslnoted as MAx. ON CENTER^ must be adjusted to
maintain the min. edge distance to morforjoints, additional concrete anchors
i may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
J 3. Concrete anchor table:
ANCHOR ANCHOR" M/M i511N CLEARANCE MIN- CLEARANCE
iYPF SIZE EMBED(4IFNi TO MASONRY TO ADJAGENf
TAPCONe 1/4" 1.1/4" 2„ 4"
F
g 7APCON
b WOOD SCREW INSTALLAAON NOTES:
1. Maintain a mInfmum 5/8"edge distance, l"end distance, 8 1"o.c. spacing
Of wood screws to prevent the spf(ffing of wood.
C
HINGEJAMB
LATCH L DEADBOLT QUA(L
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MAX.I/4"SHIM SPACE
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WOOD
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1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
WOOD
4,56' — --�
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MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM
STEEL
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CONCRETE
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3-1/4" PFH ITW CONCRETE SCREW
STEEL
1/4"3-3/4" PFH TTWCONCRETE SCREW
STEEL
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STEEL
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#10 X 7' PFH WOOD SCREW
SHORT REACH COMPRE5510N WEATHERSTRIP
STEEL
STEEL
t9 20 jam 6 SIDE
41 1 SS DOOR SKIN .070' MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH FY (MIN.) = 6.000 PSI
NOTE: WOOD/LVL COMPONENTS (PINE, SG >= 0.42)
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