HomeMy WebLinkAboutEngineering R R W Building Consultants, Inc.
WB Consulting and Engineering Services for the Building Industry
C P.O.Boa 230 Valrico,FL 33595 Phone 8.13.659.9197
Florida Board of Professional Engineers Certificate of Authorization 1 a' � ,, ��
RECEI'.'V:D APR 2 G 2317 �p T��� � °�� �0,4Y
Anchor i ii No.: ,
Date: Febi-itai-1, r 2015
Product
Category Sub Category Manufacturer Product Name
Swinging Therma Tru Corporation "Smooth-Star"and"Benchmark by Therma-Tru"
Exterior Exterior Door 118 Industrial Dr 6'8 Single&Double Opaque or Glazed Panels w/&w/o Sidelites
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Therma Tru Corporation,based on Rule Chapter No.61G20-3,Method 1A of the State of Florida Product Approval,Dept.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 anchoring has been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding
the"High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes,specifications and design pressure ratings.
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam,
brick and other wall coverings.
3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012.All other fastener types to be installed following fastener
manufacturer's installation instructions.
4. Fastener embedment depths,edge distance and center-center distances shall be specified by the fastener manufacture,but in no instance shall they
be less than shown in drawing FL-15225.5-68.
5. Where shims are used,they must be a"rigid/stiff'material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-68 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered
architect.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC-01-741-10702.0 ASTM E330-02/TAS 202-94 ETC Laboratories Wendell W.Haney,P.E.
ETC-01-741-11008.0 ASTM E330-02/TAS 202-94 ETC Laboratories Joseph L.Dolden,P.E.
TEL 01460147 ASTM E330-02/El 886-02/El 996-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-15225.5-68 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'
JUN
7.
Lyndon F.Schmidt,P.E.
FL PE No.43409
Sheet 1 of 1 2/6/2015
THERMAITRU
_ Iffi
THERMA TRU DOORS =z ��
1 18 INDUSTRIAL DR., EDr3ERTDN, OH 4351 7 -A Cpl q
FIBER CLASSIC = m •,>''•••.......`
SMOOTH STAR, r° ' ;�a 4
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CLASSIC CRAFT& CLASSIC CRAFT RUSTIC =�� 9 �,
FIBERGLASS DOUBLE DOOR e� Eg
INSWING/OUTS WING " 74.31'MAX.OVERALL FRAME WIDTH A N m a a
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GENERAL NOTES IMPACT r' P., `oz
35.93"MAX.
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC) PANEL WIDTH J a
structural requirements including the"High Velocity Hurricane Zone"(HVHZ). a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material "�z
shall be beyond wall dressing or stucco. �o c
3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not
require an impact resistant covering. _ !iE
Q 4. When used in areas outside of the'WHT'requiring wind bome 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 o a 9 0 o a
level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. X X of a
a a
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck
masonry construction. m
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed n
engineer or registered architect.
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7. Outswing configurations using coastal sill item#4 meet water infiltration requirements for"HVHT'. a ,�
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M 8. Inswing configurations and outswing configurations using threshold item#5 do not meet the water infiltration rn
requirements for the"HVHT'and shall be installed only in non-habitable areas or at habitable locations N
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is o
y less than 45 degrees.
TABLE OF CONTENTS
ro SHEET# DESCRIP17ON a z
i Typical elevations,design pressures&general notes
2 Door panel detals(Smooth Star) N N a h
3 Door panel decals(Classic Craft) OVERALL DESIGN PRESSURE PS N c
;SWING FRAME '
4 Door panel details(Classic Craft Rustic) k o 0
5 Dow (panel details(Fiber Classic DIMENSION, `POSITIVE NEGATIVE,: a'z a
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6 Horizontal cross sections INSWING 74.31"z 82.25" +70.0 -70.0 5113108 12
7 Vertical cross sections SML N.T.S. 9
F B Buck and frame anchoring-2X buck masonry construction OIITSWING 74.31"x 80.75" +70.0 -70.0 On.BY: AL m'
g 9 Frame anchoring-I buck masonry construction CHK er° LFS ;
10 Astragal details&components muvnNG NO.:
n 11 BIl of materials FL-10537.4 a
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r F ' A THERMA—TRU Lyndon F. Schmidt
P. �IOR101:���••��`�
IN FlBERGLASS DOOR %E No. 43409 /121/•�QNAL
y W 2 7 28 IS UPDATE 70 5TH ED. 2014 FBC JK PART OR ASSEMBLY: 6iD��/BUILDING CONSULT'ANT1��1� `
I� v N in 0 7 Z07/72 UPDATE TO 2010 FOC RW YY P.O. Box 230, VGlrioo, FL 33595
+� 0D NO DATE BY DOOR PANEL DETAILS phone No.: 813.659.8197
REVISIONS (SMOOTH STAR) FBPE C.A. No. 9813
02009 R.W.BUILDING CONCULTANTS INC.
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may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. Astragal strike plate o 0
3. Concrete anchor table: @ head >j
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WOOD SCREW INSTALLATION NOTES: DETAIL 2 DETAIL 2
OPAWING NO.:
1.Maintain a minimum 5/8"edge distance,I"end distance,&i"o.c.spacing of Astragal strike plate @ s0i Astragal strike plate @ sill m
wood screws to prevent the splitting of wood. Iruwing Outsvnng HINGE DETAIL FL-10537.4 0
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CONCRETE ANCHOR NOTES: oo
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2.-Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to W$ Z
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F ITW ® 3/16" 1.1/4" 3" 1-1/2" Astragal strike plate Astragal=ate @ sill Astragal strike plate @ s11
TAPCON @ head Inswing Outswing CHH.Br: LFS 3
€ WOOD SCREW INSTALLATION NOTES: DRAWING No.:
i.Maintain a minimum 5/8"edge distance,i"end distance,&1"o.c.spacing of FL-10537.4 0
wood screws to prevent the splitting of wood.
v SHEET 9 OF 1
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/•-•�r� No.43409
s a g PRODUCT: D--t.Prebend�•>i, SWEGIF
i 4 THERMA—TRU Lyndon F. Schmidt �i,�••'•. Oii,D*:• `��
I o ut PBERGLASS DOOR P.E. No. 43409
to w '- y G 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC JK PART OR ASSEMBLY: @�/'!BUILDING ClNSULTA {N ll `
Ir v ti fn o 1 2 27 12 UPDATE TO 2010 FBC RW JL-I/1! P.O. Boz 230. Valrieo, FL 33585
00 NO DATE BY ASTRAGAL DETAILS & YYYYYY Phone No.: 813.659.9197
REVISIONS COMPONENTS FBPE C.A. No. 9813
®2009 R.W.allILDINO CONSULTANTS INC.
BILL OF MATERIALS _ •• y
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEE z 'Q� c'm
B 2X BUCK SG>=0.55 WOOD 31 DOOR SKIN 0.095'THK. CC RUSTIC Fy=6,000 PSI MIN. FIBERGLASS �''• ��� z N
D 1/X 2-3/4H CO OR ITW CONCRETE SCREW STEEL 33 LOCK&IM SPACE 32 TOP I HINGE STILE(CLASSIC CL(CLASSIC CRAFr CRAFT RUSTIC) WOOD/WL •��4c•P � z o o
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC COMP. �I t I l l� $ o Z
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC STEEL h v i o=
G 13116'X 3-1/4"[TW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE L g 9 0°_,i
H 1/4"X 3-1/4"ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET RI a m d a
I 1/4"X 2-1/4'ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065'THK. SMOOTH STAR Fy=6,000 PSI MIN. FIBERGLASS
J 114'X 3-3/4"ITW CONCRETE SCREW STEEL 42 TOP RAIL(SMOOTH STAR) COMP. S `Z
K 1/4"X 1-3/4"ITW CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVLa
L #10 X 2-1/7'PFH WOOD SCREW STEEL 44 HINGE STILE SMOOTH STAR WOOD
0 #8 X 3"PFH SCREW STRIKE PLATES Q HEAD&SILL STEEL 45 BOTTOM RAIL SMOOTH STAR) COMP.
P #10 X 1-1/7'PPH SCREW ASTRAGAL TO PANEL STEEL 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL y
1 INSWING ADJUSTABLE THRESHOLD(IS300AJ) ALUM./WOOD 47 FOAM CORE POLYURETHANE cc s
2 INSWING THRESHOLD(IS300HP5) ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET Z o w
3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M ALUM./COMP. 51 DOOR SKIN 0.095'THK.(CLASSIC CRAFT F =6,000 PSI MIN. FIBERGLASS i m J g
4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 52 TOP RAIL CLASSIC CRAFT COMP. ` m
5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 53 LOCK STILE CLASSIC CRAFT WOOD/LVL w� W o
6 INSWING THRESHOLD ALUM./COMP. 54 HINGE STILE CLASSIC CRAFT) WOOD/LVL �m
m
7 DOOR BOTTOM SWEEP VINYL 55 BOTTOM RAIL CLASSIC CRAFT COMP. �I o
" 8 JAMB PINE SG>=0.42 SMOOTH STAR,FIBER CLASSIC WOOD 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC-CRAFT STEEL o
9 JAMB OAK SG>=0.67(CLASSIC CRAFT&CC RUSTIC) WOOD 57 FOAM CORE POLYURETHANE a a
10 WEATHERSTRIP FOAM 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET �m
s 11 HINGE STEEL 61 DOOR SKIN 0.065'THK. FIBER CLASSIC Fy=6,000 PSI MIN. FIBERGLASS
12 #10 X 3/4"PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP.
13 #9 X 3"PFH WOOD SCREW STEEL 63 LOCK STILE(FIBER CLASSIC) WOOD/LVL-
14 LATCH STRIKE PLATE STEEL 64 HINGE STILE FIBER CLASSIC) WOOD b
" 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 65 BOTTOM RAIL(FIBER CLASSIC) COMP.
19 KWIKSET DEADBOLT-SIGNATURE SERIES 980 STEEL 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL W m o
27 ASTRAGAL ALUMINUM 67 FOAM CORE POLYURETHANE n R N
28 ASTRAGAL FLUSH BOLT STEEL 72 DEADBOLT STRIKE PLATE STEEL
29 ASTRAGAL FLUSH BOLT RETAINER ALUMINUM 73 ASTRAGAL STRIKE PLATE STEEL
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DATE: 5/13/08 i
SCALE: N.T.S. ?
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OPAWMO NO.: �
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