HomeMy WebLinkAboutProduct Evaluation Report R W R W Building Consultants, Inc,.
Consulting and Engincering Ser-xices for the Building Industry
B P.O.Box 230,Vpjrko,FL 33595 Phone 913.65%9197
Rod&BoaW of No fessionalingineers Regisfryticense.No.9813
r r ' r� r r
Date:
_. C ®E G
Product Sub Category IUlanufacturer Pi OilPUANCE
Category
Therma Ted Corporation_ m F 6e i sr rod%
Exterior Swrngmg 118andustrial Drive Composite Edg�a u�.Ftberglass Single Door
Exterior Door
moors, A§sertiblies Edgerton,OH 43517 Inswingloutswing
Phone,4%296.1740. "Impact"
Scope:. This is a:Product Evaluation•report issued by.R IW Building.Consultants,:Inc„and Lyndon F.'Schmidt, P:E.forTherma Tru
Corporations ased on Rule Chapter`No: l.b20 3,Method 1D of the State of Florida Product Approval, Department of
Business&Professional Regulation.
kW.'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 tiie approval,process of the product named
herein.
Limitations;
1. This product has.been evaluated and'is in compliance with t1.helth Edition(20201 Florida Building Co qulrements
excludingTa
the."High V•elocit HurricaneZone"" HVHZ.
. 5 y t ) � � _
2..Prod.uct anchors shail l'e as listed acid spaced`as shown on details.Anchor embedment to base material shall'be beyond wall;dressing_.
or;stucco.
3: When;used in areas,requiring wind:borne debris':protection this product complies:with:FBC Sections 1.60R,11:9 R301.21.2.and does
not require an impact:resistant covering.This product meets iriissile li`Vdl"'D",:and includes;;-Wind Zone 4.as.defined in ASTM`-E199.6
and FBC Sections 1609.1.2.2,&R3012.1•.2.1.
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.drawing FL-20468.1 require further engineering analysis by a licensed engineer or
registered arckitect;
6. Fiber-Classic&:Smooth-Star Door panels require the use-of"J part:numbers and must be stained or painted within six months:of
installation
7. See,drawing FL-209t 8.1 for size.and design pressure limitations:
Supporting Documents',
1.. Test Report No. Test Standard Testing Laboratory Signed by
ETC.01-741-10.,7000 TAS;202-94 ETC Laboratories Wendell W.Haney;:Pa=:
ETC 01-741-10702.0 TAS.202-94 ETC Laboratories• Wendell W.Haney,'P.E.
TEL 01461612. ASTM E1880.05;E1996-09;E330=02 Testing Evaluation:La6.;lna V:K:Wright
TEL.01460145• AST..M E'1886.-02',.E7996-02, E530-02 •Testing Evaluation Lab.inc. Lyndon F:Schmidt,i?E,
.2. DraWing No: . Prepared:by Signedl&.Sealed by..
No.FL-20468.1 RW-Building Consultants,Inc.(#9$13j Lyndon F:Schmidt,'P
3. Calculations Prepared by Signed&Sealed bv.
Anchoring RVi/:Building Consultants; Lyndon F:Schmidt;P;E;
4. Ouality Assurance �� y b`
Certificate.of Participation issued by National Accreditation and
Management`Institute,:certifying that Therma.Tru Corporation is
manufacturing products within a' quality assurance program that complies S •,
with.ISO/lEC 17020 and Guide 53.
rJ i;
Lyndon F.Schmidt,P.E.
FL PE No_4.340.
7/14/2020
Sheet 1 of.1
RMAITRU® :o.�THE =_ ,= �
DOORS =Ny z `° �
`�� �g�Nomm
Fiber-Classic. & Smooth-Stara g
SS Z6
N 0 51
Z- k Z 0
c�i E Em m°orc
U" w
COMPOSITE EDGEF 37.78'MAXO.A. Na =�tm
S FRAME WIDTH
S m D o w
s OPAQUE FIBERGLASS SINGLE DOOR ' o ra
INSWING/OUTSWING
m z�
,im PACT" �Z
GENERAL NOTES wo 1
o �o Z�
m 1. En
This product has been evaluated and Is In compliance with the 7th Edition Z ¢M <<'
(2020)Florida Building Code(FBC)structural requirements excluding the"High 4 z p
Velocity Hurricane Zone"(HVHZ). O
2. Product anchors shall be as listed and spaced as shown on details.Anchor _ 0 p o a
embedment to base material shall be beyond wall dressing or stucco. _= X w
EL
E a a
g 3. When used in areas requiring wind borne debris protection this product
complies,A th FBC Sections 1609.1.2&R3D12.12 and does not require an 12 >?m
Eimpact resistant covering.This product meets missile level'D"and includes Wind
Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R3012.1.2.1. c
T,Z T
C 4. For 2x stud framing construction,anchoring of these units shall be the some as o z o rz
o that shown for 2x buck masonry construction. N a F N
00
m 5. Site conditions that deviate from the details of this drawing require further w w 4
engineering analysis by a licensed engineer or registered architect. ¢z t
r.rL as o
6. Fiber-Classic&SmooihStar Door panels require the use of"J"part numbers and o o w o
must be stained or painted within six months of installation. o y
Rcc
TABLE OF CONTENTS o m n
a SHEET# DESCRIPTION
1 Typical Elevations,Design Pressures&General Notes
2 Door Panel Details ^ =^ m
Q 3 Elevations DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) 0
4 Horizontal8.VerticalCrossSectians 2XBuck) LOCK INSWING OUTSWING
CONFIGURATION
a
5 Horizontal&Vertical Cross Sections(IX Buck) HARDWARE DATE:08102116 i
6 Horizontal&Vertical Cross Sections(Direct to Masonry POSITIVE NEGATIVE POSITIVE NEGATIVE SCALE: N.T.S.
w 7 Vertical Cross Sections[Thresholds)
2 8 Buck&Frame Anchoring X Latch&Deadbolt +67.0 -67.0 +67.0 -67.0 DM.BY. JK m
9 Hardware Details CHK.BY. LFS 3
E 10 ComponentsX Multipoint +50.0 -50.0 +50.0 -50.0 DaAnK Ho.:
' 11 BRI of Materials FL-20468.1 0
See Sheet 3 for Hardware Specifications N
SHEEP 1 OF�1
V
/. ............
EXTERIOR S 1.199, 0.406' EXTERIOR 1.198" Z,.— -,g
.* .
1.198 0.51 1.198" 1.87 0.406' =X.
.875" IE'<
o-4 Z * n
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COMPOSITE
0 9 m
CAP COMPOSITE >
CAP
STILE
/ INTERIOR LOCK BLOCK ITE HINGE STILE INTERIOR LOCK BLOCK STILE z
(12.5-LONG LVQ (12.5"LONG WOOD) (ENGINEERED WOOD
COMPOSITE HINGE STILE (ENGINEERED WOOD) COMPOSITE c�
CAP (ENGINEERED WOOD) CAP (ENGINEERED WOOD)
a M,a-*(IL
HORIZONTAL CROSS SECTION 6
HORIZONTAL CROSS SECTION r .
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A
TOP RAIL
(COMPOSITE/ENGINEERED
WOOD)
36.0'MAX. 35.813"NIAX. 35.813'MAX.
o DOOR DOOR DOOR �2
PANEL WIDTH PANEL WIDTH PANELWIDTH MOW
0
3 r3 4 0
FOAM CORE
in
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(POLY
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3-' VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
DATE 08102116
SME N.T.S.
DING.BY, X m
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OPAWINC NO.:
DOOR PANEL gkDO01'PANEL
42 FL-20468.1
40 D
(��BOOK Door Ul Door
SHEET 2 OF 11
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Ij °1 a 7 1a 20 UPDATE To 7th EO 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409 ��4s�
t^' ^1 0 3 Go—10 OB 1B REV. DDOR PANEL OPTION NOTE Mi /I/ I0�A�•
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ly Oo � J L UI/ P.O. Box 230, Valrieo, FL 33595
rn NO DATE BY ELEVATIONS VVV Phone No.: 813.859.9197
REVISIONS FBPE Registry No. 9813
0 201 6 R.W.BUILDING CONBII-1.INC.
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OAlITE
UPDATE 70 7th ED 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409 �j/ 14
PANEL OPTION NOTE MT ///�INALNRECESSED PANEL NOTATION JK PART OR ASSEMBLY: � BUILDING CONSULTANTS.UPDATE TO 61h ED 2017 FBC JK el. P.O. Boz 230, Valrtco, FL 33595
rn BY HORIZONTAL & VERTICAL
CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
®201 6 R.W.BUILDING CDN9ULI-1-
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July 14,2020
PRODUCT: Dxumente Propared I3y: g{ATE ,•y
THERMA—TRU Lyndon F. Sehmldt �I •'
I7114 20 UPDATE TO 7th ED 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409 3 10 08 18 REV. DOOR PANEL OPTION NOTE MT /////OMAI•t`7\�`
0 4a r y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: G�R��BUILDING CONSULTANTS, l�l�itt
_ Ln UPDATE TO 61h ED 2017 FBC JK P.O. Box 230, Valrleo, FL 33595
w NO DATE BY HORIZONTAL & VERTICAL VU phone No.: 813.659.9197
REVISIONS CROSS SECTIONS (1X BUCK) FBPE Registry No. 9813
2016 R.W.BUILDING CONSULTANTS INC.
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6 Shown Direct to Masonry 6 Shown Direct to Mason 6 Shown Direct to Masonry 6 Shown Direct to Masonry c K,BY, LFS 3
Outswin on w/49/16'amb Outswing onlyw/6 9/16'jamb Outswing ontyw/6 9/16'jamb Ow w c NO.: rc
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1.Sill Item#'s 17,18,32,34,35,36,37,3B&39 are attached to jambs w/(3)#B X 2-1/T pfh screws at each end. Cr 1T i
S1g Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2'pth screws at each end. N
Sig Item#15 is attached to jambs utiCmng(2)#10 X 2'pph SMS at each end. 6-a * Z�n
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7 Outswing Sill 4 VERTICAL CROSS SECTION 3
7 Public Access Sill CW_BY. LFS
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DRAWING NO.: d
FL-20488.1 0
a SHM 7 or 11
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No.43409 _
July 14,2020 =fl
h x Q PRODUCT: Doaumente Prepa,vd By: � gp41E OF
THERMA—TRU Lyndon F. Sehmidt ���\•'•
I 4 CIATE
UPDATE TO 7th ED 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409 /i l4•••••••••"•••
I0° ON o Z o 3 REV. DOOR PANEL OPTION NOTE Mr ' S�OfVA4N 2 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GJ���{�BUILDING CONSULTANTS,!n 7 UPDATE TO 6th ED 2077 FBC 9Y BUCK & FRAME ANCHORING JL(T�/ P•O. Box 230• Volrioo• FL 33595
0, NO phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
2C16 R.W.BUILDING IiONe ULTANT9 INC.
111111111f////
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2X BUCK 28 ��
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No.434 9
July 14,Z020
PRODUCT: D—..nt.P-p,,d
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THERMA—TRU Lyndon F. S,h,ldt
Q,=4 7,W14,2,�UPDATE To 7th ED (2020) FEIC _GFs_ P.E. No. 43409
FIBERGLASS DOOR
to to 08 IS 'V�q16
C3. REV. DOOR PANEL OPTION NOTE MT
RECESSED PANEL NOTATION JK PART OR ASSEMBLY:
J Ul�.IN- CONSULTANTS,
UPDATE TO 61h ED (2 17) F13C JK -kU( 230, Valrico, FL 33595
NO DATE BY COMPONENTS Phone No; 813.559.9197
REVISIONS F13PE Re let No. 9813
02018 R.W.a.......c:....LT—INC.
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BILL OF MATERIALS BILL OF MATERIALS `�O' ' '� m
ITEM it DESCRIiTON MATERIAL ITEM# DESCRIPTION MATERIAL ==r 2
as rp
A i X BUCK(SG-0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL s N � z * ;M
B 2X BUCK(SG-0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL d": :�a` a 0 V)
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL ••._.. ...
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL _28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ���!!r 11 111 11��``` >M z
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL a m z
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL n a 0;=o
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL E o =m m m
J i/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8.DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP m a y M 9 d L a
L #10 X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP s 4 6 d a E°
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD, ALUM/COMP `z
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP �a
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
s 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o
fp 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP i I
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 5
0 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) W
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) -
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) _ 0
18 OUTSWING THRESHOLD ALUM/COMP a
22 #8 x 3/4"PFH WOOD SCREW STEEL Y Y}
23 #10 x 3/4"PFH WOOD SCREW STEEL ''m
V24 #10 x 1"PFH WOOD SCREW STEEL m Z
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CONCRETEANCHORNOTES: w W w o
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. :E¢ S
LL edge distance to mortorjoints. ^e a w
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to R 0 0
maintain the min.edge distance to mortarjoints,additional concrete anchors o R
amay be required to ensure the MAX.ON CENTER"dimension are not exceeded. o o
n 3.Concrete anchor table: _
2 MIN CLEARANCE MIN CLEARANCE N m
ANCHOR ANCNOk MIN z
a TO MASONRY TO ADJACENL'` mo n�W
TYPE SIZE EMBEDMENT
... .:.....:_ :. .. EDGE .... ANCHOR
n n
ITW
TAPCON® 1/4" 1.1/4" 2" 4" a n N Z z
U
W ELCO DATE,OB102116
ULTRACON 1/4" 1.1/4" 1" 4" o
scALE: N.T.S.
w ITW ® 3/16" 1.1/4" AS SHOWN 1-1/2, owc.er: JK M.
TAPCON 3
cNK.BY. LFS
f' WOOD SCREW INSTALLATION NOTES: oNAenNc No.: M
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-20468.1 m
wood screws to prevent the splitting of wood. N
S. 11 or 11
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