HomeMy WebLinkAboutProduct Approval (2) 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
muffon 3 _ i7'�N,
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Product Evaluation Report - ,;
Date:
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Fiber-Classic and Smooth-Star
Exterior Swinging
Exterior Door 118 Industrial Drive Composite Edge Opaque Fiberglass Single Door
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.298.1740 "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E.for Thermal 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
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 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.
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 architect.
6. Fiber-Classic&Smooth-Star Door and Sidelite panels require the use of"J"part numbers and must be stained or painted within six
months of installation
7. See drawing FL-20468.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
ETC 01-741-10702.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
TEL 01461612 ASTM E1886-05, E1996-09, E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01460145 ASTM E1886-02, E1996-02, E330-02 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
2. Drawing No. Prepared by Signed&Sealed by
No. FL-20468.1 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
4. Quality Assurance 9@111lBC111/1
Certficate
ManlagemenftPIn Institute. certifyingissued
batlThterrma Accreditation
Corporation s ®®®°°e9V•,�''......1���,°a��
manufacturing products within a quality assurance program that complies �ee �;.ytiG E N SQ•.,� moods
with ISO/IEC 17020 and Guide 53.
No 43409
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9 ; STATE OF :SVv
® ' ,/Zyndon F.Schmidt,P.E.
FL PE No.43409
Sheet 1 of 1 o,®O'iiSalOP�l�` �a`,, 8/18/2017
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1. This product evaluation drawing has been developed in compliance with the 5th Edition(20141 Florida Budding Code Z
o (FBC)Including the"High Velocity Hurricane Zone"(HVHZI.
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be ag O= ® �m W
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q 3. When used in the"HVHT'M¢product complies with Section 1626 of the FBC and does rat require an impact resistant eD W X 0 �
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1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes m
Wind Zone 4 as defined in ASTM E 1996 and Section 1609.122 of the FBC.
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o 5. For 2x stud froming construction,anchoring of these units shol be the some as that shown for 2X buck masonry
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6. She conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer
= or registered architect.
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7G 7. OuMving configurations using Coastal SB(item N 191&Composite Sill(hem N 16)under active doors meet water
infdtralion requiremenh for"HVHT'.All other configurations do not meet the water infilhation requirements for the X
'HVHr and shall be installed only in norrhabitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to siY B less than 45 degrees.
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TAME OF COMPM DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) _
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7 Vertical Cross Sections(Thresholds) X Multipoint +55.0 -60.0 +55.0 -55.0 sC&E: N.T.S.
2 8 Buck&Frame Anchoring D.G.BY: JK a
9 Hardwae Details See Sheet 3 for Hardware Specifications DHr Of. LFS ;
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THERMA—TRU Lyndon F. Schmidt
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REVISION$ FBPE C.A. No. 9813
0 2016 R.W.BUILDING CoNSUI-TANTS INC.
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CROSS SECTIONS (IX BUCK) Phone No.: et 9859.9197
REVISIONS FBPE CA. No. 9873
0 2016 R.W.BUILDING CoNeDLTANTS INC.
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67. 6 7. Outswing only w/6-9/16 jamb Outswing only w/6 9116'jambOutswing only w/4-9/16 jamb Outswing only w/4-9/16'jamb a
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1.Sill Item#'s 17,18.19,32,34,35.36,37.38 8 39 are attached to jambs w/(3)#8 X 2-1/7'pfh screws at each end. =
Sill Item#'s 16 b 33 are attached to jambs w/(2)#8 X 2-1/2"pfh screws at each end. = '� o:J=
Sill Item#15 is attached to jambs utilang(4)#10 X 1-1/7'pph screws at each end. * "
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�i r7 THERMA—TRU Lyndon F. Schmid
t �i��(•'••.RZOR10�`.�'O``
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I� r y N PART OR ASSEMBLY: GD��/BUILDING CONSULTANTS,
rn NO DATE BUCK & FRAME ANCHORING
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Pho Box 230• .659.9, 7 33595
Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
2016 R.W.BUILDING CONSULTANTS INC.
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BILL OF MATERIALS BILL OF MATERIALS
ITEM i DESCRIPTION MATERIAL REM IF DESCRIPTION MATERIAL m o Q_ n
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/7'PFH WOOD SCREW STEEL Y'ia
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B 2X BUCK(SG-0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL B
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 STEEL ��� 1�` ;CMASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL � 1 oBm a
E301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL ° o Z
STEEL a %Z
G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 VX 4"HINGE g -00 z m o
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP \ 0$ 5 4 t m
L #10 X 2-1/2"PFH WOOD SCREW(1.1 S'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP a`
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP `3a
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP ¢Ln
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP g m
DOOR PANEL(BOOK)
15 PUBLIC ACCESS THRESHOLD ALUM 40 W U
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$ 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - CO
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) - a
18 OUTSWING THRESHOLD ALUM/COMP a a
19 COASTAL OUTSWING THRESHOLD ALUM/WOOD
22 #8 x 3/4"PFH WOOD SCREW STEEL m
g 23 #10 x 3/4"PFH WOOD SCREW STEEL
24 #10 x 1"PFH WOOD SCREW STEEL
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= CONCRETE ANCHOR NOTES: g
1.Concrete anchor locations at the comers may be adjusted to maintain the min. D
edge distance to mortarjoints. i>1
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
b maintain the min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
a3.Concrete anchor table:
2 MIN MIN.CLEARANCE MIN.CLEARANCE
ANCHOR ANCHOR w
TYPE SIZE TO MASONRY TO ADJACENT 1- J
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TAPCON
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ELCO . 04/02116 z
Z 1/4" 1.1/4" 1" 4"
ULTRACON srALL N.T.S.
s ITW 0 3/16" 1-1/4" AS SHOWN 1.1/2" B: JK m'
2 TAPCON ;
CML W. LFS
WOOD SCREW INSTALLATION NOTES: ORAVA c NO.;
€ 1.Maintain a minknum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-20470.1
wood screws to prevent the splitting of wood. n
n s i r 11 OF 11 O
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