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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL10975-R7
Application Type Revision
Code Version 2017
Application Status
Comments MAR
Archived MA 1119
Product Manufacturer ST. Lucie Cr� P �r� g�ti n
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King,P.E.
✓ Validation Checklist-Hardcopy Received
Certificate of Independence FL10975 R7 COI (b)Certificate of Independence odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL10975 R7 Eauiv (b)Equivalency of Standarricpdf
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Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/18/2017
Date Validated 10/18/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
10975.1 a. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door-(X)Inswing or
"ClassicCraft"or"ClassicCraft Outswing Configuration
Rustic'
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.1.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 10975.1 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975.1.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.2 b. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelite-
"ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 10975.2 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975.2 odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.3 c. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelites-
"ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.3 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975.3.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.4 d. "FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door-(XX)Inswing
"ClassicCraft"or"ClassicCraft or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.4.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.4 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975.4.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.5 e. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door with Sidelites
"ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975 5.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.5 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975 5.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.6
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Florida Building Code Online Page 3 of 4
f. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door utilizing Hoppe
"ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(X)
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.6.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 10975.6 for Design Pressure Ratings by FL10975 R7 AE (b)Eva[ 10975.6.pdf
specific Model and for any other additional use limitations Created by Independent Third Party:Yes
and installation instructions.
10975.7 g. "FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with sidelite
"ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing
Rustic" configuration(OX or XO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.7.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.7 for Design Pressure Ratings by FL10975 R7 AE (b)Eva[ 10975.7.pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.8 h. "FiberClassic", "SmoothStar", 68"Impact"Glazed Fiberglass Single Door with sidelites
"ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing
Rustic" configuration(OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.8.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.8 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975.8.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
10975.9 i. "FiberClassic", "SmoothStar", 68"Impact"Glazed Fiberglass Double Door utilizing Hoppe
"ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(XX)
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975.9.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.9 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975.9.pdf
specific Model and for any other additional use limitations Created by Independent Third Party:Yes
and installation instructions.
10975.10 j. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door with sidelites
"ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing
Rustic" configuration(OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10975 R7 II (b)Inst 10975 10.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10975.10 for Design Pressure Ratings by FL10975 R7 AE (b)Eval 10975 10 Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
Back Nett
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Cooyriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Florida Building Code Online Page 4 of 4
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1 16 INDUSTRIAL DR., EDGERTON, OH 4351 737.75" �\� � OM
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"IMPACT" W
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1. This product has been evaluated and is in compliance with the 6th Edition(2017(Florida Building Code _„ s �� F w
$ (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
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2. Product anchors shall be as listed and spaced as shown on details,Anchor embedment to base a �
material shall be beyond wall dressing or stucco. O r w W
$ 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does n ® o a
not require an impact resistant covering. $ ^ d a
4. When used in areas requiring wind borne debris protection this product complies with FBC Sections
1609.1.2&R301.2.1 I and does not require an impact resistant covering.This product meets missile level
"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. / a
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5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 1(buck "a 8
a masonry construction. n
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a w o o_
licensed engineer or registered architect. N
r7. Outswing configurations using coastal sill item#31 under active doors meet water infiltration o 0 0
requirements for"HVHZ'. o
8. Inswing configurations and outswing configurations using sill items#18,#14,#15,#16,#34% under >j
8 the door do not meet the water infitration requirements for the"HVHZ"and shall be installed only in
s non-habitable areas or at habitable locations protected by an overhang or canopy such that the W
angle between the edge of canopy or overhang to sill is less than 45 degrees.
TABLE OF CONTENTS
SHEET# DESCRIPTION SHEET# DESCRIPTION OVERALL DESIGN PRESSURE(PSF) ~ N z
1 Typical elevations,design pressures&general notes 7 Vertical cross sections SWING FRAME usTe 6125108
i
W 2 Door panel details&glazing details(Smooth Star) 8 Buck and frame anchoratg 2X buck masonry construction DIMENSION POSfTlVE NEGATIVE SCALE: N.T.S. °
F 3 Door panel details(Fiber Classic) 9 Frame anchoratg I buck masonry construction owo.er: JK
INSWING 37.75"x 82.W' +55.0 -55.0
4 Door panel details(Classic Craft( 10 Components au By. LFS 3
5 Door panel details(Classic Craft Rustic) I 1 Bill of materials DRAA•M W W
6 Horizontal cross sections OUTSWING 37.75"x80.62" +55.0 -55.0 FL-10975.1 0
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0o NO DATE DOOR PANEL DETAILS do G ING Phone No.: 813.859.9197
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NO DATE BY �FlBER CLASSIC Phone No.: 913.659.9197
REVISIONS FBPE C.A. No. 9913
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REVISIONS (CLASSIC CRAFT FBPE CA No. 9813
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THERMA TRU Lyndon F. Sehmidt �� �p��OFBG/••'• ��
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NO DATE BY HORIZONTAL phone No.: 813.859.9197
REVISIONS CROSS SECTIONS FBPE CA No. 9813
®2009 R.W.BUILDING CONSULTANTS INC.
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EXTERIOR INTERIOR EXTERIOR
INTERIOR 15 34 INTERIOR EXTERIOR $ m
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VERTICAL CROSS SECTION z40 70 16 37 2 VERTICAL CROSS SECTION 1
7 Outswing configuration shown 7 Shown w/1X sub-buck
Inswing also approved E o o
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INTERIOR EXTERIOR • o F
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EXTERIOR INTERIOR N N
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m E 7 Outswing configuration z— R R
„ see general notes,sheet 1 40 70 W
for"HVHZ water infiltration
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5 VERTICAL CROSS SECTION sr N.T.S. °
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F 7 Outsvring configguration CWL rm LFS
7 Inswing configuration see general notes,sheet 1 �
see general notes,sheet 1 for HVHZ'water infilhafionwnrus
for"HVHZ'water infiltration requirements FL-10975.1 0
requirements 13
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CONCRETE ANCHOR NOTES: Iruwing
1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 0 o
edge distance to mortarjoints.
t; 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 ^n n m
maintain the min.edge distance to mortor joints,additional concrete anchors ^^ •-w i
may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded.
3.Concrete anchor table: L
ANCHOR ANCHOR MIN MIN.CLEARANCE MIN.CLEARANCE ^ _
a . a M N o a
rF TYPE SIZE EMBEDMENT 70 MASONRY ' TO ADJACENT 10 10 z o
EDGE ANCHOR MIE: 6/25/08
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TAPCON 4" Mr.BY-. JK m'
ELCOo 1/4" 1.1/4" 1" 4"
ULTRACON au Er. LFS 3
WOOD SCREW INSTALLATION NOTES: onAwmc NO.: rc
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of HINGE DETAIL FL-10975.1 a
Y wood screws to prevent the splitting of wood. Outswingw°
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1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 0 0 0
edge distance to mortarjoints. (X(L °
11 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors 10 a"w i
may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. 10 �
3.Concrete anchor table:
MIN.CLEARANCE MIN.CLEARANCE 10 0^N ro z
ANCHOR ANCHOR MIN: H ,r n N O o
-TYPE -SIZE- EMBEDMENT TO MASONRY TO ADJACENT z o
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€ SCREW INSTALLATION NOTES: °� NO--
WOOD rc
1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of
HINGE FL-10975.1 0
Y wood screws to prevent the splitting of wood.
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4 PRODUCT: Documents Prepared ey:.
I'I THERMA TRU Lyndon F. Schmidt �1 .`
_ rn 4 10 17 17 UPDATE TO 6TH ED. 2017 FBC JK P.E. No. 43409 ��/�S..........
��`
I FIBERGLASS GLAZED DOOR i�
to o Z N 3 1 30 15 UPDATE TO 5TH ED. 2014 FBC JK -/1,111111110"
2 2 29 12 UPDATE TO 2010 FBC JK Illi\
Qi � r � ;-I � PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
y 7C to O 1 J 9 i f REVISE CLASSIC CRAFT DOOR JK P.O. Box 230, Valrico, FL 33595
0° NO DATE BY COMPONENTS phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
02009 R.W.SUILDIND CDNeutiA—INC.
BILL OF MATERIALS BILL OF MATERIALS
m
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL 0*' N
A 1 X BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS
B 2X BUCK SG>=0.55 WOOD 51 FIBER CLASSIC DOOR SKIN.065'MINIMUM THK.FIBERGLASS FIBERGLASS
C MAX.1/4"SHIM SPACE 52 TOP RAIL COMP. N: z°
D 1/4"X 2.3/4"PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD �V'\ yy� k N-
�•'•COMP. •., \ J 010 m
E
301
SONRY-OR HOLLOW BLOCK CONFORMING PSI MIN.CONCRETE
OTO ASTM ING C OTO ACI 57 CONCRETE 55 LOCKOSTILE�L LVL/WOOD ''�����1�*1 � `` o ro i
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT(CLASSIC CRAFT) FIBERGLASS o a o
G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS Ri E o i m c v
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. \ �m g 9 o'0 a
I I/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD
J 114!'X 3-3/4"PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. o s
K #8 X 2-1/7'PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD g€gw
L #10 X 2-1 7'PFH WOOD SCREW f 1.1 S'MIN.EMBEDMENT) STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC FIBERGLASS 8 J'a
1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS
2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. c
3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. o
4 #10 X 1-1/7'PFH SM SCREW STEEL 77 HINGE AND LOCK STILEWOOD -'
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM " w
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM
9 4'X 4"HINGE.097'THK. STEEL ct w o
10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL iE N
14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. m
15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. o 0
g 16 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. & a
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL a a
18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD >;
19 HEADER JAMB SG>=0.42 WOOD
20 SIDE JAMB SG>=0.42 WOOD
21 KWIKSET DEADB LT(SIGNATURE STEEL „ o
27 LATCH STRIKE PLATE STEEL o 0 0
28 DEADBOLT PLATE STEEL N N mtz
Z
31 COASTAL OUTSWING THRESHOLD ALUM./WOOD w w o 0 0
32 DOOR BOTTOM SWEEP PVC ir-o'L N
OufNN
33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. o o
34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD ~~ o
e 35 7/16"X 1/T'STAPLE STEEL o 0 0
36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. >>j �_
37 OUTSWING THRESHOLD ALUM./COMP. N
38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. _�o z
2 39 PANEL REINFORCEMENT 0.023"THK. STEEL o N n o
40 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT(SMOOTH STAR FIBERGLASS IT
44 HINGE STILE WOOD
F48
BOTTOM RAIL COMP. DAM 6/25 08 i
INSULATING FOAM CORE POLYURETHANE scar: N.T.S.LOCK STILE LVL/WOOD Dft.BY. X m
TOP RAIL COMP. a11carLFSSMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS DPA`'""D NO.: m
FL-10975.1 0
n NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) N
a SHEET 11 0r 11
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Bos 230 Valnco,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No 9813
Product Report .
epon No.: FL-10975.1
October
Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Smooth Star,Fiber Classic,Classic Craft&Classic Craft Rustic
Exterior Swinging 118 Industrial Dr. Fiberglass Glazed Door
Doors Exterior Door
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.(System ID#
1998)for Therma Tru Corporation based on Rule Chapter No.61G20-3, Method 1d 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 covering.
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-10975.1 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item#31 under active doors meet water infiltration requirements for"HVHZ".
8. Inswing configurations and outswing configurations using sill items#18,#14, #15, #16, #34 and item #37 under the door 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-10975.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01460336 A,B,C ASTM D635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F Schmidt, P.E.
ASTM D2843-99
TEL 01460339 A,B,C ASTM D635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F. Schmidt, P.E.
ASTM D2843-99
TEL 01460030 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab., Inc. Wendell W. Haney, P.E.
STTS00001 ASTM G26-95 Sub-Tropical Testing Lon Hicks,VP Operations
15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E.
ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E.
2. Miami-Dade NOA Materials
17-0712.04 Saflex Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No. FL-10975.1 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA 49813) ��lt�1�Ii Lyndon F. Schmidt, P.E.
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. �%
5. Quality Assurance �����.�:••• M��T���
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Therma Tru Corporation isNo 43409
manufacturing products within a quality assurance program that complies :•
with ISO/IEC 17020 and Guide 53. k
•: STATE OF :4lLyndon F.Schmidt,P.E.
�C)�,• P., =4/, FL PE No.43409
'<,4 Q R1•V. 1z, 10/17/2017
Sheet 1 of 1 l0c11a1t ��+`,