HomeMy WebLinkAboutProduct Approval (3) R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product / / / i
/ Attgasl]6,2017
Product
Category Sub Category Manufacturer Product Name
Therma-Tru Corporation Fiber-Classic and Smooth-Star
Exterior Swinging 118 Industrial Dr Composite Edge Glazed Fiberglass Double Door
Doors Exterior Door Edgerton,OH 43517 w/or w/out Sidelites
Assemblies Phone 419-298-1740 InswinglOutswing
"Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E.(System ID#
1998)for Therma Tru Corporation based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida 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.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017) Florida Building Code(FBC)structural requirements
including 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 the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant coverinq.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&
R301.2.1.2 and does not require an impact resistant covering. This product meets missile level"D"and includes Wind Zone 4 as
defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-20470.9 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets the water infiltration requirements for the"HVHZ".
8. Outswing configurations using Coastal Sill(Item#19) and Composite Sill(Item#16)under active doors and all sills used under sidelites
meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"
and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-20470.9 for size and design pressure limitations.
Supporting Documents:
1. Test Report No, Test Standard Testing Laboratory Signed by
TEL 01461571 TAS 201, 202&203(94) Testing Evaluation Lab.,lnc. William Shelton, P.E.
TEL 01460132 TAS 201, 202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 01460144 TAS 201, 202&203(94) Testing Evaluation Lab.,inc. Lyndon F.Schmidt, P.E.
TEL 01460030 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
TEL 01460105.1 TAS 201, 202&203(94) Testing Evaluation Lab.,inc. Lyndon F.Schmidt, P.E.
2. Miami-Dade NCA Materials
16-1117.01 Trosifol PVB® Interlayer(Kuraray America)
15-1201.11 Saflex Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No. FL-20470.9 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
®®®ectaeoca,�/y�
4. Calculations Prepared by `�oee�, ,ti�Av Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) ®0 �,•°°�G rti s c� Lyndon F.Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ®�® •�, Sic°•, ����
A
5. Quality Assurance `o NO 43409
Certificate of Participation issued by National Accreditation and ..
Management Institute,certifying that Therma Tru Corporation is %r
manufacturing products within a quality assurance program that complies °p° STATE OF
with ISO/IEC 17020 and Guide 53. , v •, 11l w
eo#V'� ;° �
..........r)`: q`DQ�o Lyndon F.Schmidt,P.E.
PA�o,sy�N ,;-�00`ov� FL PE 8/1812017
Sheet 1 of 1 //1611090 ae5°
.x``11111 ru��r
THERMANTRU74.75"O
MAX OA FRAME WIDTH--j O�:' ,�y
DOORS
orn
Fiber-Classic. & Smooth-Star. z z �� '� >A
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COMPOSITE EDGE _ X e X o Es z m e 0
GLAZED FIBERGLASS DOUBLE DOOR Ncw
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w/ or w/out SIDELITES LL / oz
INSWING/OUTSWING
'IMPACT' o
GENERAL NOTES
WZ
8 15275 MAXOA FRAME WIDTH
1. This product evaluation drawug has been developed in compliance with the 5th Edition(2014)Florida Building Code c Z
(FBC)includng the'High Veiociry Hurricane zone(HVW).
J
37.5 MAX. 74.75 MAX.FRAME WIDTH
2. Product anchors shall be as Fisted and spaced as shown on details.Anchor embedment to base material shah be FRAME WIDTH
w
beyond wall dressing or stucco.
777�TT���TTT � Q Q�
3. When used in the?IVHr this product campfires with Section 1626 0(the FBC and does not require an impact resistantI I a o
covering. / / & a a-
4-
4_ When used in areas outside of the'HVHr requiing wind borne 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 MD and inckrdes 3 <N m
Wind Zone 4 as defined in ASTM E 1996 and Section 1609.122 of the FBC.
Q �z O0
E 5. For N stud framing construction.anchorig of these units shag be the same as that shown for 2z buck masonry _
o construction. O fz. = x
r,w O
N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer m:E "w
> or registered architect. < Z
o < , , o
7. Outswirg configurations using Coastal Sl(dem If 19)d Composite Sill(lem#16)under active doors and all sills used / //� //� �� N
$ under sidelites meet water infiltration requirements for"HVHr.Al other configurations do not meet the water infiltration " " w
requirements for the"HVHr and shag be installed only in non-hobitable areas or at habitable locations protected by
an overhang or canopy such that the angle between the edge of canopy or overhang to sig is less"hon 45 degrees.
0
TABLE OF CONTENTS
i
SHEET► DESCRIPTION -
0 1 Typical Elevations,Design Pressures&General Notes °
w i
2 Door Panel Details a ;
72 3 Sidelite Panel Details
zz 0 4 Elevations DESIGN PRESSURE(PSF) DESIGN PRESSURE
a 5 Horizontal&Vertical Cross Sections(2X Buck) LOCK INSWING OUrSWING oz
6 Horizontal&Vertical Cross Sections(iX Buck) CONFIGURATION HARDWARE °
z wTE:08/02/16 ?
Z 7 Horizontal 3VertcdQoss Sections(D ecttoMasorxy) POSITIVE NEGATIVE POSITIVE NEGATIVE °
8 Vertical Cross sections TDveshdds) XX.OXXO Latch&DeadboB +50.0 -50.0 +50.0 -50.0 DWG.By, N i m'
9 Buck Anchoring JK
10 Framenng XXoxxo MuUi pint +55.0 -55.0 +55.0 -55.0 c"� LFS 3
1 T Hardware
re DeDetails
P owswrc NO, �
E 12 Glanng Details
13 Components See Sheet 4 for Hardware Specifications FL-20470.9 a
14 &TI of Materials smw 1 or 7 4
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INTERIOR LOCK STILE COMPOSITE
FO
COMPOSITE HINGE STILE STEEL REINFORCEMENT 11\\ i o o d
(ENGINEERED WOOD) CAP
CAP (ENGINEERED WOOD) (0.023THK.) �p g On•:Z
1 HORIZONTAL CROSS SECTION e o o x z<
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PANEL REINFORCEMENT LOCK STILE COMPOSITE
28.86%OPEN COMPOSITE HINGE STILE STEEL REINFORCEMENT CAP
(0.023fiickSteel) AREA MAX. CAP (ENGINEERED WOOD) o:
(ENGINEERED WOOD) (0.023"THK.) 2 HORIZONTAL CROSS SEC7ION0 0
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x`88 X 2S PFH WS(TYP.®EACH DOOR CORNER) 5
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36.0'MAX.DOOR 35.813•MAX.DOOR 35.813'MAX.DOOR { ENGINEERED WOOD) 1.6 iiu m . 0
a, PANEL WIDTH PANEL WIDTH PANEL WIDTH s O
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BOTTOM RAIL I WC.BY: JK m
(COMP.) F--1.71"--1 cMc.BY. LFS ;
3 VERTICAL CROSS SECTION ��VER77CAL CROSS SECTION 0
40 DOOR PANEL 41 DOO�R PANEL 42 DOOR PANEL 2 2 FL-20470.9 0
BOOK `4 �� U I Door smEET 2 oF 14 N
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_ No.43409
PRODUCT: Dooumente Prepared 9y: L•� 87g7E OF .•
THERMA—TRU Lyndon F. Sehmldt %�'�(�''•.,AZOptph;•.•'G�� `
N m FIBERGLASS DOOR P.E, No. 43409 i7 SS `\
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r' `t ry PART OR ASSEMBLY: GD BUILDING CONSULTANTS, (N�.
I+ m NO DATE By SIDELITE PANEL DETAILS �P.o, Box 230, valrlco, FL 33395
Phone No.: 813.859.9797
REVISION . 9813
0 2016 R.W,BuIlolNc core uuir.Hie IUC. FBPE C.A. No
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MANUFACTURER MODEL a
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Fiber-Ctossic/Smooth-Star Door Panel Options HOPPE MULTIPOINT:MPDGSB CHK.BY: LFS 3
Panel options stwwn are for illustration and are representative only (THERMA-TRU) (3 pt.Manual Shootbo8) 0RAMW.ND.:
Isimilar glazed panel configurators are allowed) FL-20470.9
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LIS MIN. Notes: :,� .• /
EMB.(TYP.) 1.Sidelite assembly screws located 6•from each end and 5 more screws
E equally spaced between(7 screws total per side jamb).
B E 2 Siderite assembly screws booted 3"hom each end&at centerline =0.-
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EMB.(TYP-) o 0 2p
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION �� SI
0 5 Shown w/2X Buck 5 Shown w/2X Buck / .s VERTICAL CROSS SECTION a a
Outswing shown(Inswing similar) Outswing shown(Inswing similar) 5 Shown w/2X Buck
Outswing shown(Inswing slmiar) m
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SEE NOTE I 20
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29 40 41 42 EXTERIOR INTERIOR DWC.Or. JK m
E 5 HORIZONTAL CROSS SECTION
6 HORIZONTAL CROSS SECTION cW 3
5 Outswing shown(Inswing similar) 5 Outswing shown(Inswing similar) VERTICAL CROSS SECTION SECTION °"""W MD'`
$ Shown w/2X Buck FL-20470.9
Outswing shown(Inswing zunlar) sNccr 5 a 14 a
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\\111111111////,1
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Notes: C: v`Jo
1.Sidelite assembly screws located 6"from each end and 5 more screws = 4 ' m •'•y� n
equalty spaced between(7 screws total per side jamb). o _
2.Sidelite assembly screws located 3"from each end&at centerline
U: * &:Q—.n
(3 screws along head jamb). =N, Z i o.Z y n
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VERTICAL CROSS SECTION
INTERIOR 6 Shown w/IX sub-buck r ow
S C' L Outswing shown(Inswing similar) m <
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1-1/4"MIN. 29 40 41 42 1 A
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1 HORIZONTAL CROSS SECTION r21 HORIZONTAL CROSS SECTION m
c 6 Shown w/IX sub-buck 6 Shown w/IXsub-buck 25 W
Outswing shown(Inswing simdar) Outswing shown(Inswing simlar)
a SEE NOTE 2
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EXTERIOR INTERIOR 4
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scALL N.T.S.
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EXTERIOR INTERIOR 'a
EXTERIOR INTERIOR EXTERIOR INTERIOR
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�31 VERTICAL CROSS SECTION ``^
7 Shown Direct to Masonry VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION o ,I
Outswing only w/4-9/16 Iamb 7 Shown Direct to Masonry 7 Shown Died to Masonry o >o
Double Door Only(N/A w/Side5tes) Outswing only w/6-9/16 jamb Outswing any w/6-9/16 jamb
Notes: w� N Zo
1.Sidelite assembly screws located 6"from each end plus S more o—
$ equally spaced between(7 screws total per side jamb).
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2 Siderite assembly screws located 3"from each end&at centerline a 0 Z
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(3 screws along head jamb). o w
n <a y
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k r - INTERIOR
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INTERIOR INTERIOR e c a rn
N 40 41 42 50
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1-1/,f MIN. EXTERIOR EXTERIOR 25 E o
Z EMB.(1YP.) SEENOTEI 1-114-MIN, mm 8/10/76 z
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< EMB (TYP) sxe N.T.S.
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f
% 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION D.C.� JK
Shown Direct to Mason
(77)Shown Direct to Masonry 7 Shown Direct to Masonry c.«.W. LFS ;
E 7 Outsw rg any w/6 9/16 jamb Outsw ng any w/6 9/16 jamb �,,,,,,c NO,
Outswing only w/49/16'jamb
Double Door Only(N/A w/Sidelites) FL-20470.9 -
sr,EEr 7 or 74 ,3
`111111111!////
Notes:
1.Sill Item#'s 17,18,32.34.35.36.37.38&39 are attached to jambs w/(3)#8X2-I/2'pfh screws at each end.
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1 IT pfh screws at each end.
Sill Item#15 is attached to jambs utilizing(4)#10 X 1-1/T pph screws at each end" =_: o;J: n
2.Sldelite assembly screws located 3"from each end&at centerline(3 screws along sill). =C.)
INTERIOR EXTERIORINTERIOR EXTERIOR ��''' 11``,�� >>"a
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40 41 42 8 40 41 42 9 EXTERIOR INTERIOR a Eo Z O m•a
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INTERIOR EXTERIOR
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EXTERIOR INTERIOR SEENOTE 2 25 EXTERIOR INTERIOR
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40 41 42 77 75 32 33 34 35 36 37 38 39 SEE NOTE 2 25 16 17 18
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N FIBERGLASS DOOR P.E. No. 43409 'i�SS......• Co
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REVISION FE1PE C.A. No. 9813
2016 0..W,BUILDI C—SULTn Nle I10.
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FIBERGLASS DOOR P.E. No. 43408 // /S • ��
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to P.O. Box 230, Valrlco, FL 33595 N0FRAME ANCHORING. DATE BY Phone No.: 813.659.9197
REVISIONS FSPE C.A. No. 8813
2016 R.W.BU D-13 CO—U-111!INo.
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MULTIPOINT LOCK STRIKE DETAILS
LATCH&DEADBOLT STRIKE DETAILS FL-204—
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BIU OF MATERIALS Bill OF MATERIALS
REM If DESCRIPTION MATERIAL ITEM 1 DESCRIPTION MATERIAL
A I X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL �p;Zy
m:�=v` o to s+:O
= _
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEELFoa
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL ,> _ P-�D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL ��i� 1iy
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 29 4"XC HINGE STEEL o 0 o z°
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 32 INSWING THRESHOLD ALUM/COMP �D m S a n o j
G 3/16'X 3-1/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1� ; i$ o m;"
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP n� d OK
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP ` a 'd
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L #10 X 2-1/2'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP ; a Z
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP o a
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP
P 1/47 X 2-3/4'PFH ELCO CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
1 JAMB(FINGER JOINT PINE) WOOD 40 DOOR PANEL(BOOK) at
-
$ 6 WEATHERSTRIP(MEDIUM REACH) FOAM 41 DOOR PANEL(HYBRID) - Z)o a
7 WEATHERSTRIP(LONG REACH) FOAM 42 DOOR PANEL(U1) -
8 SWEEP VINYL 50 SIDELITE - Rio
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 75 SIDEUTE SPACER(INSWING) PVC Rio
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s 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC m m
11 #10 X 1-3/4"PFH WOOD SCREW STEEL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC o)
15 PUBLIC ACCESS THRESHOLD ALUM 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL a u
16 OUTSWING THRESHOLD ALUM/COMP 79 1 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL
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17 OUTSWING THRESHOLD ALUM/COMP 80 1 ASTRAGAL STRIKE PLATE STEEL m
18 OUTSWING THRESHOLD ALUM/COMP 88 12X MULLION(SG>=0.55) WOOD
19 COASTAL OUTSWING THRESHOLD ALUM/WOOD
20 COASTAL ALUMINUM ASTRAGAL ALUM
= 23 #10 x 3/4"PFH WOOD SCREW STEEL Z
'xCONCRETE ANCHOR NOTES: O
24 #10 X 1"PFH WOOD SCREW STEEL 1.Concrete anchor locations at the corners may be adjusted to maintain the min. y
edge distance to mortarjoints.
2.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: d
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o ANCHOR ANCHOR - _MIN. MIN.CLEARANCE MIN.CLEARANCE
TO MASONRY TO ADJACENT w i
TYPE SIZE EMBEDMENT EDGE ANCHOR a `
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TAP ON* .. 1/4" 1-1/4" 2" 4' O o
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TAPCONe AS SHOWN 1-1/2 DW-BY. X aITW '
WOOD SCREW INSTALLATION NOTES: aK ft. LFS 3
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L.Maintain a minimum 5/8"edge distance,)"end distance.&1"o.c.spacing of DRVOC NO,
wood screws to prevent the spFtting of wood. FL-20470.8 0
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sw 14 or 14
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