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Florida Board mmwmssiomEngineers mmmwmvrAm/mrizmmnNo.voo
Date: Jan uaiy 29, 2015
156b Category --Pidufacturer,7, -
Swinging
iiiZe-rio 118 Industrial Drive "Fiber Classic"
Exterior Door
ca-b� Assemblies Edgerton,OH 43517 Fiberglass Single Door
Scope. This iooProduct Evaluation report issued by R W Building Consultants,Inc.and Lyndon FSchmidt,P.Efor ThermoTru
Corporation based onRule Chapter No.81G2O'3 Method 1Dofthe State ofFlorida Product Approval,Department of �
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitadoms:
1. This product has been evaluated and ioincompliance with the 5th Edition(2O14)Florida Building Code(F8{)structural requirements.
excluding the"High Velocity Hurricane 2onV'(HVHZ).
2 Product anchors shall boas listed and spaced as shown nndetails.Anchor embedment to base material shall bobeyond wall dressing
oromnoo.
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 onimpact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as.defined in ASTM E1996 and
Section i8OB.i.2.2oythe F8C.-i _—� ring of these units shall be the same as that'sho k-eefi ry'cq 9 ru U
�
'
5. Site conditions that deviate from the details of drawing FL,5801.1 require further engineering analysis by o licensed engineer or
registered architect
G. See drawing FL58S1.1for size and design pressure limitations.
'
Supporting Documents: "
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC 01-741-10702.0 TAS 202-94 ETC Laboratories Wendell VV.Haney,P.E.
CTLAS8Dm/ GGTO12'QQ Certified Testing Laboratories Ramesh Patel,P.E.
2.
Drawing No. Prepared by Signed&Sealed by
No.FL-5091.1 RVVBuilding Consultants,Inc.(CA#S8i3) Lyndon FSchmidt,P.E.
3. Calculations Prepared by
. Si-qned&Sealed by
Anchoring RVVBuilding Consultants, Inc.(CA#9813) «v�vvno� Lyndon F.Schmidt,P.E.
4.
Quality Assurance
Certificate ofParticipation issued byNational Accreditation and
Management Institute,certifying that ThonnmTru Corporation iu
manufacturing products within nquality assurance program that complies
with ISO/IEC i7O2Uand Guide 53.
Lyndon F.Schmmt,p.E.
�
FLPENo.*o409
1/2912015
Sheet 1m[I
THERMAITRU
37.59°MAX.O.A.
FRAME WIDTH
THERMA TRU DOORS . >•••.. . N�
1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 PANEL H '''//''hp �sl C\\\`` F roJ m o
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GENERAL NOTES ' o
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building a
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). ' a a
� 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base
CO
material shall be beyond wail dressing or stucco.
t" 3. When used in areas requiring wind bome debris protection this product complies with Section v
1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile N
level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. a z
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4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x N aj
buck masonry construction. o o
5. Site conditions that deviate from the details of this drawing require further engineering analysis a N
by a licensed engineer or registered architect. d
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$ TABLE OF CONTENTS w
SHEET# DESCRIPTION
1 Typical elevations,design pressures&general notes OVERAIt DESIGN PRESSURE(PSFf D 'o
2 Door panel details SWING ' FRAME a—z
D1MEN510N- 'FOStI]V NEGIIIV�i w� 4 23/08
3 Horizontal cross sections i
INSWING 37.59"x 82.19" +67.0 -67.0 sDUE: N.T.S.
4 Vertical cross sections D
5 Buck and frame anchoring-2X buck masonry construction M.BY-. AL m
6 Frame anchoring-1X buck masonry construction
7
Bill of Materials&Components
OUTSWING 37.69"x80.69" +67.0 -67.0 a+K.er, LFS 3
DR/MING NO.:
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No 43409
PRODUCT: Document.Pnpured 9y. / BDQEOF -
_n i F n THERMA-TRU Lyndon F. Schmidt /i/i� ,° •,:' �`�
IN rI i . FIBERGLASS DOOR P.E. No. 43409
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I� m NO DATE. By DOOR PANEL DETAILS Phone No—813.659.8197
REVISIONS' FBPE CA No. 9813
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PRODUCT: Doeummta Prwond BY: �� t 60QEOF
THERMA—TRU Lyndon F. Sehmfdt �i �OFBd'
FIBERGLASS DOOR P.E. No. 43409 i
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UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING COS11111REWSED TT7 2010 FBC JK P.O. Bx230. VGtr1Do. Fl_33595
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REVISIONS CROSS SECT ONS FBPE C.A. No. 9813
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CONCRETE ANCHOR NOTES:
1.Concrete anchor locations of the comers maybe adjusted to maintain the min. ~
edge distance to mortar joints. R
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0
maintain the min,edge distance to mortar joints,additional-concrete anchors o
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s 3.Concrete anchor table: 28 K N o
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CONCRETEANCHOR NOTES: 0"R E
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2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 9 Eo
ti maintain the min.edge distance to mortar joints,additional concrete anchors H 3
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. m
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WOOD SCREW'1NSTALL"ATION•NOTES: — HINGE DETAIL e
ORAwING NO.:
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1�Mafntain a mThlmum:S/8"edge distance;i"end distance&Loc spacing" FL-5891.1 0
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BILL".OflMATERiAES a p��''•••
ITEM DESCRIPTION —' MATERIAL :r'• ��v'
A 1X BUCK SG>=0.55 WOOD g _=�
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B 2X BUCK SG>=0.55 WOOD 4S6' z * �` .
C MAX.VVSHIM SPACE WOOD I~— y,• '� 8�;,�
D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL '/ tkP A o on
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE `� ,1*1111,*�I��``�`` 5.dm.1
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 g ..z
G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL f" I h x z°
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L 710XTPFHW?Q7C0SCREW STEEL JO"'b V o=
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM a
8 1 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 VX 4'HINGE.097'THK. STEEL
10 #10 X 3/4"PFH WOOD SCREW STEEL
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL z
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 220---�-� � Boz
19 HEADER JAMB PINE,S.G.-0.42 WOOD f� } z
20 SIDE JAMB PINE,S.G.>=0.42 n
WOOD ` m a
21 KWIKSETSIGNATURESERIES 780 DEADBOLT STEEL
27 LATCH STRIKE PLATE STEEL T1 4.62"
28 DEADBOLT PLATE STEEL ljl o
32 DOOR BOTTOM SWEEP PVC
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33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. a a
50 FIBERGLASS DOOR PANEL-FIBER CLASSIC1 tOwPROFILEou1SWING BUMP FACE
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� 51 FC DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC
THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI m
52 TOP RAIL COMPOSITE
53 LATCH STILE LVL WOOD o
g 54 HINGE STILE WOOD En
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55 BOTTOM RAIL COMPOSITE
56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o Ln
57 LOCK BLOCK REINFORCEMENT WOOD 5.75 '1 0 0 E
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NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42)
ER tni
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�ZSELF ADJUSflNGSADDLE THRESHOLD ` Z n°
DATE: 4123108 i
SCAB: N.T.S. °+
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DRAWING NO.:
FL-5891.1 c
O SHEET 7 OF 7