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GLAZED FIBERGLASS DOUBLE DOOR a a w ' oz
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1. This product has been evaluated and is In compliance vv8h the 7th Edition(2020) I n J
0.75E 0.7S' �
Florida neZoBuilding Code(FBC)stnictural requirements excluding the"High Velocity 37.5E WIDTH
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Hurricane Zone" HVHZ. FRAME WIDTH 74.75E MAX.FRAME WIDTHH.
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2. Product anchors shall be as listed and spaced as shown on details.Anchor o E
g embedment to base material shall be beyond wall dressing or stucco.
5 3. When used In areas requiring wind borne debris protection this product complies with
a
FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering, x r r
a This product meets missile level"D"and Includes Wind Zone 4 as defined In ASTM
El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1, y 3 U o
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kA. For 2x stud framing construction,anchoring of these units shall be the some as that O�' ' Q X X Z U
shown for 2x buck masonry construction. O o o d z-�
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5. Site conditions that deviate from the details of this drawing require further o
g engineering analysis by a licensed engineer or registered architect. a B 9
6. Fiber-Classic&Smooth-Star Door&Sidelite panels require the use of"J"part numbers / / / m o
and must be stained or painted within six months of Installation. ~o o~
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a TABLE OF CONTENTS
IL SHEET# DESCRIPTION
ai Typical Elevations,Design Pressures 8 General Notes _ N
v' 2 Door Panel Details
3 Sidelite Panel Details o o n o
4 Elevations m
5 Horizontal&Vertical Cross Sections(2X Buck DESIGN PRESSURE(PSF) 'DESIGN PRESSURE(PS19 v n w
6 Honzanta&Vertical-Cross Sections(1 Buck INSWING OUTSWING �z a
z 7 Ho ontal&Vertica Cross Sections Dlrec to Masonry CONFIGURATION wte 8 02/16 - 3
8 Vertical Cross Sections(Thres ods POSITIVE I NEGATIVE POSITIVE NEGATIVE srxe: N.T.S. 9
a 9 Buck Mchoring owe,er: JK ma
F El
FrameAnchonng XX,OXXO +$Q.Q -JrQ.Q tSQ,Q -5Q,Q
CHK.Biz LFS 3
Hardware Details rc
Glazing Details See Sheet 4 for Hardware Specifications ouvnHo NO.,
>; Componen FL-20468.12
Blt of Maleriols sHrEr 1 or 14
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0.5" Gl EXTERIOR 3.6"
ij
COMPOSITE - '�i /•''•.,• �,�
CAP
COMPOSITE HINGE STILE INTERIOR LOCK STILE z
CAP (ENGINEERED WOOD) (ENGINEERED WOOD)
1 HORIZONTAL CROSS SECTION eRR
2 e y 9 o`ow
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a.
0.406" 3.6" g
v 0.698" *I�NTE
ERIOR 0.406" °Z
TOP RAIL vE id
(COMPOSITE/ENGINEERED E d
b r". WOOD)
113
COMPOSITECAP COMPOSITE HINGESTILERIOR LOCK STILE °4 m I y
CAP (ENGINEERED WOOD) o o � m(ENGINEERED WOOD)
s 2 HORIZONTAL CROSS SECTION FOAM COREcc
o yw?
2 (POLYURETHANE- m d o
v 1.9 PCF MIN.) o 0
36,0"MAX.DOOR 35.813"MAX.DOOR 31,813"MAX.DOOR
° PANEL WIDTH. PANEL WIDTH PANEL WIDTH
5 3 3 4 �1" �•. a a
2 2 2 I� >m
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INTERIOR EXTERIOR o U
LL INTERIOR EXTERIOR z ci a
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F• s� \ a \ a \ I'i i� �` BOTTOM RAIL I .r n N .-Z p
(COMP.) I._1.71"--I onre 08/02/16 i
SCALE N.T.S.
z 5
FE 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION owc.ev: JK w
2 2 CHK.tft: LFS 3 .
• °RAWN0 NO.: 10
DOOR PANEL DOOR PANEL DOOR PANEL FL-20468.12 0
40 BOOK 41 HYbdd Door 42 Ul Door SHEET_L of 14
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N0.43409 =
July 14,2020
g E PRDDucr_ o�me�Pnporea Br• �O' eD1TE 17F -
F 4 7 14/20 UPDATE TO 7TH ED 2020 FBC LFS THERMA—TRU Lyndon F. Schmidt �i.A•. .RCfOD�.•'
m 3 10 08 18 REV. DOOR PANEL OPTION NOTE MT FIBERGLASS DOOR P.E No. 43409 �i,�d�q�� •• `��`
IW o c Z\ 2 10 15 17 ADO DEADBOLT 6-1 2"O. C. JK /III NAI.ttt\
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C, o AND RECESSED PANEL NOTATION PART OR ASSEMBLY: GD BUILDING CONSULTANTS, I�IC?Ilt o m ` - N rJ 1.
I� jA 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK P.O. Box 230. VoIrico. FL 33595
14 SIDELITE PANEL DETAILS
w m NO DATE 8Y Phone No_ 873.659.9197
REVISIONS FBPE Registry No. 91313
0=6 R.W.BUILDING CcINSIlLTI1NT5 INC.
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SCHLAGE KNOB: F51 N M n
d DEADBOLT: B60 m m F
d KNOB: SIGNATURESERIES ^ ^ n
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KWIKSET DEADBOLT: SIGNATURE SERIES(980) a n a _z
HOPPE MULTIPOINT:MPDGARi
DATE:08 02 16 z
(THERMA-TRU) (3 pt.Manual Tongue) SCALE' N.T.S. 9
w Fiber-Classic/Smooth-Star Door Panel Options OWG.BY: JK 9
Products approved Include all embossed and recessed panel doors, CHK.BY; LFS 3
€ Similar•glazed panel configurations are allowed. DRAWING NO.: rc
Panels shown are for Illustration and are representative only. FL-20468.12 0
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w - SHEEP 4 OF 14
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1.15"MIN. Notes: ```�.�
EMS (n p) 1.Sldellte assembly screws located 6"from Q
E each end and 6 more screws equally spaced Ls N
B
E between(B screws total per side jamb). U
C 2.Sidelite assembly screws located 3"from each Nsj a 'Z�
° B and&at centerline(3 screws along head jamhJ. G V, z �'�� �'m n
O.l S'ClNK C L • \C�
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(TYP) 0.1S'C-SINK ��'i .P ��� >>°
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EMg,JTYP.) 40 41 42 �/N'MIS. ) EXTERIOR INTERIOR o jl o zo
1 HORIZONTAL CROSS SECTION
$ Outswing shown(Inswing s mi ar) 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION a
S Outsw ng shown(InsvAng s collar) $ ,Outswing shown(Inswing similar)
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H DATE 08102116 a
50 L 23 24 25 11 50 Sr ir. N.T.S.
w 40 41 42 40 41 42 Dwc,er: JK 5
40 41 42 27 EXTERIOR INTERIOR o CHK.BY.- LFS
F 29
u DRAWING I.,
�$)HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 4 VERTICAL CROSS SECTION
Oufswm shown nswln similar $ Outswing shown(Inswing similar) FL-20468.12 a
�—' s (� ,9 1 5 OuTsving shown Inswing s mllgrJ N
SHEET .J DF 14
U_
Notes:
1.Sidelite assembly screws located 6'from N., 1% m
each end and 6 more screws equally spaced m
..
between(8 screws total per side jamb). __U:
2.Sidelite assembly screws located 3"from each ^N:y z` �••O c'^ro
end&at centerflne(3 screws along head jamb).
/r 1 Pt`%% . N o m z
E A. \ , ��Ng 9dta .
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40 41 42 EEg 9
C 8a
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3 VERTICAL CROSS SECTION
G INTERIOR 6 Shown,/IXsub-buck u o�
Outswing shown(Inswing similar) m N
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23 24 EXTERIOR 25 0° E Z Li
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1-1/4"MIN. z a; �"ru v,a� y
S EMB.(TYP.) A C E,
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1. HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m o 0399
6 Shown w/1 X sub-buck 6 Shown w/1X sub buck 25 o o
a Outswing shown(Inswing slmllar) Outswing shown(Inswing similar)
SEE NOTE 2 z i
a
EXTERIOR INTERIOR i
a tMN Z U
Z DATE 08 02116 z
4 VERTICAL CROSS SECTION scALL N.T.S.
Shown w/1Xsub-buck DWO.ar; JK m
e 6 Outswing shown(Inswing similar) CHK.BY: LFS g
DRAPGNG NO.: Q
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� FL-20468.12 a
SHEET 6 OF 14
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MAX. [_ J�
m 125. MAX. MAX. V;
E MIN. E I 2" z°� �In', z
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40 41 42 -A 40 41 42 50 d a�
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SEE NOTE 2 � v�
d EXTERIOR INTERIOR
,d EXTERIOR INTERIOR EXTERIOR INTERIOR
Z
3 VERTICAL CROSS SECTION
7 Shown Direct to Masonry 5 "VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION o ��
C Outswing only w/4-9/16 jamb 7 Shown Direct to Masonry 7 Shown Direct to Masonry moo
LL Double Door Only(N/Aw/Sidelltesj Outswing only w/6-9/16'jamb Outswing only w/6-9/16'JambN a gym
3 �
o Notes:
1.Sidellte assembly screws located 6"from each end plus 6 more m a cZ
equally spaced between(8 screws total per side jamb), o0
2-Sidelite assembly screws located 3"from each end 8 at centerline o I =�
3 (3 screws along head jamb). a
E C 1 Eq
pp C — �¢�� o�
NZ Fnz 4=Ci¢�
INTERIOR
`2 N G
40 41 42 a-Z ' z
1 a�i O
INTERIOR INTERIOR c
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N 40 41 42 50 a �
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'C. 1-1/4"MIN. ° hll. ° c N C zc' i
o EMB.
\ 51
EXTERIOR E
1-1/4"MIN. EXTERIOR EXTERIOR 25 c E a n a •-z o°
z EMB.(TYP.) SEE NOTE I 1-1/4"MIN. DATE, 8102116 a
< EMB.(TYP.) sc&E: N.T.S.
W 1 ID
HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION MD.BY. JK .
] Shown D(reCt t0 Masonry7 Shown Direct to Masonry CHK Br: LFS
] Shown Direct to Masonry Outswin only w/6-9/1 amb Outswing only 6-9/16'jamb DRAWING No.:
€ Outswing only w/4-9/16'Jamb g y j
Double Door Only(N/A w/Sidelites) FL-20468.12 a
SHEEP 7 OF 14 N
V-
Notes: -NA
I.Sill Item It's 17,18,32,34,35,36,37,38&39 are attached to lambs w/(3)#8 X 2-1/2"pfh screws at each end.
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2"pfh screws at each end.
Sill Item#15 is attached to jambs utilizing(2)#10 X 7'pph screws at each end. =Zt * Q=•n
2.Sidelite assembly screws located T from each end&at centerline(3 screws along slit). N � z �t O ro n
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INTERIOR. EXTERIOR INTERIOR EXTERIOR �//// 1* n��`� in z
EXTERIOR INTERIOR 9 z X.z
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40 41 42 40 41 42 9 \" 5 8 N g 9 d a a
B 40 41 42 7 16 17 18 v g
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m 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION
8 w $ Inswing Sill $ Inswing Sill B Outswing Sill &
E
INTERIOR EXTERIOR. Z QLn
k N 2 6 0
o - SEE NOTE 2 50 EXTERIOR INTERIOR N F• z o'
3 EXTERIOR INTERIOR 23 o N d N N
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40 41 42 77 75 32 33 34 35 36 37 38 39 SEE NOF2450 16 17 1 B a F q$
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DATE:08102116 =
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DRAWING NO.:
4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION FL-2o4se.72
$ Public Access Sill $ Inswing Sill� $ Outswing sill' a
SWEET-,L of 14 0
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�G No.49409
July 14,2020
x c y PRODUCT: Document. Prepared W. i0 STMOF t
IP 4 7 74/ 20 UPDATE TO 7TH ED 2020 FBC LFS
� 1NERMA—TRU Lyndon F. Schmidt - /i/�••••.�OR191;.�•��s.
ha z ,°-�, _� Z 00 3 70 08 18 REV. DOOR PANEL OPTION NOTE A1T FIBER DOOR P.E. No. 43409
Ito 0 D 2 10 15 17 ADD DWBOLT 5=7 2" 0. C. JK
c, 4 `' r y N AND RECESSED PANEL NOTATION PART OR ASSEMBLY: 6A) BUILDING CONSULTANTS,
I_ m Zn � to 1 7 17 T7 UPDATE TO 6th ED 2017 FBC JK P.O. Box 230. Wrico, FL 33595
� N rn NO DATE BY BUCK ANCHORING phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
0 2016 R.W.'SUILDING CONSULTANTS INC.
Ri\Clients\Therma Tru PERMANENT\A-Florida Product.Approvals\FL-20468 WBDR Tr FC SS Impact-Composite\C-Drawings\FBC(2020)\FL-20468.10-12dwg 10.8 - - -
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i i Q PRODUCT: Do—rnenta Prepared By. iO. STATE OF
f x n 4 7 14 20 UPDATE TO 7TH ED 2020 FBC LFS THERMA_TRU Lyndon F. Schmidt .....1 0 0 3 70 08 18 REV. DOOR PANEL OP77ON NOTE MT FIBERGLASS DOOR P.E. No. 43409
to 0 0 2 m 2 10115117 ADD DDBOLT 5-1 2'0. C. JK
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AND RECESSED PANEL NOTATION PART OR ASSEMBLY: JZ BUILDING CONSULTANTS,
I_ O1 1 7/17/17 UPDATE TO 6th ED 2017 FBC JK P.O. Box 230, Valrioo. FL 33595
a' w m NO DATE BY FRAME ANCHORING phone No- 813.659.9197
_REVISIONS FBPE Registry No. 9813
®2016 R.W.BUiLViNo CawsuLTAN INC.
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ry +1 }I CE
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RECT TO DIRECTTOASONRY MASONRY
BUCK — —o G 1XBUCK
aoo dX BUCK 80 h o o o0 25 2X BUCK 78 0
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SEE LATCH w o
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rn O O b O &DEADBOLT o
DETAIL I "o ? DETAIL o
3 Astragal Strike Plate @ Head DETAIL I a a
Multlpolnt Lock Strike Plate @ Head Y > }
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3 STRIKE JAMB. HINGE JAMB STRIKE JAMB
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80 DETAIL 2 G ( 2X BUCK G DETAIL 2 79 o 0 p
Inswing 29 1X BUCK Inswing Q
Coastal Astagal Stoke Plate @ Sid G Multipo nt Lock Stoke Plate @SIII a o a d
DIRECT TO z¢ M 3
° M MASONRYZZ
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DATE:08102116 12
DETAIL 2 /T 0 HOLE HINGE DETAIL G DETAIL 2 79 SGIE N.T.S.
80 Inswing Astragal Bolt Hole®SIII DETAIL 2 G Outswing Mulllpolnt Lock Strike Plate @ SDI owc.BY. JK m
cH%,BY.. LFS 3
Coastal Astragal Strike Plate @ sill RRAWINs No.:
M ULTIPOINT LOCK STRIKE DETAILS FL-20468.12
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LATCH&DEADBOLT STRIKE DETAILS SHEET 11 OF 14
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32 Inswing Basic Fuced 7-1/7'SIII
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Inswing Moderate Climate Sill l-3/9' INSWING THRESHOLD
N 39 Inswing Basic Composite AdJustable SIII OUTSWING THRESHOLD o
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35 Inswing Moderate Climate S01 PUBLIC ACCESS THRESHOLD r -Composite/Aluminum SIII
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i _ +w` .`u'';^s is`y D,Te 08NO2 16 z
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/cJF _ N.T.S.
INSWING THRESHOLD �——1.79" �i F�-1.92" P2.06117
o o owo:ar: JK36 " o o cHK.ar: LFS 3
Inswing Basic Fxed S3/4"Sill rn o; O° SIDELffE SPACER a
€ o o SIDELRE SPACER a SIDELITE SPACER DwnpND No.:
SWEEP SWEEP SWEEP o
75 Inswing o 76 Ouhwing 77 Moderate Climate Tlueshold FL-20468.12 N
SHEET 13 or 14
BILL OF MATERIALS BILL OF MATERIALS `4
ITEM R DESCRIPTION MATERIAL ITEM ti DESCRIPTION MATERIAL _Z 1� �S�'•
A 1 X BUCK(SG>=0.42) WOOD 25 98 x 2-1/2"PFH WOOD SCREW STEEL s N y * 1 O="
41
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'� 7 '•.._ �.`�
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ' 28 DEADBOLT STRIKE PLATE STEEL ��/�i/ p ���` ��z
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 29 4"X 4"HINGE STEEL I 11\\ \\ o m p
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 32 INSWING THRESHOLD ALUM/COMP °a
F #10 X 2"PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP \ e Em z-m
G 3/16"X 3-1/4'ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP OIL
I. T/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP e .
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP o Z
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP :
M '3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP '
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK) -
ff 1 JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID) �o
6 WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(U1) - �
7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELITE(FULL LITE) �g
L 8 SWEEP VINYL 75 SIDELITE•SPACER(INSWING) PVC
a �� Q �
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC o m
E 11 #10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL a a
15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL
g 16 OUTSWING THRESHOLD ALUM/COMP 80 ASTRAGAL STRIKE PLATE STEEL ' 'm
E 17 OUTSWING THRESHOLD ALUM/COMP 88 1 X MULLION(SG>=0.55) WOOD o H o�,
18 OUTSWING THRESHOLD ALUM/COMP I'i
20 COASTAL ALUMINUM ASTRAGAL ALUM No z L
23 #10 x 3/4"PFH WOOD SCREW . STEEL w a N
N N
o—�
24 #10 x 1"PFH WOOD SCREW STEEL 8 I a B g
g CONCRETE ANCHOR NOTES: d z to
1. Concrete anchor locations at the comers maybe adjusted to maintain the min. a o�'m �i
edge distance to mortorjolnts. o rr m o
2. Concrete anchor locatlons noted as"MAX ON CENTER"must be adjusted to o�g w
a maintain the min.edge distance to mortar joints,additional concrete anchors <o
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a C,a u
3. Concrete anchor table: o
V O m n n
a
ANCWd
$lV11N>GkE4R:AN�E?:;/v1IN::GkFI#BAN.C.E
::::::::::......::kt;'"?.':;:MIM: :;p::;:i?; :.....,.,•.:,:..,..,......,:;;?;;i;;....,.,,,.;..,..,.:......,....,`,
; TO MASONRY TO AD.TACENT
i1rPE SIZE �MBEbMENT
c°. .. ... .. ............ .._ :ITW
.@DG6.:. ... .:•.. ANCHOR ...:': i.o o n
N
Z
TAPCON® 1/4" 1-1/4" 2" 4"
z ELCO DATE.08 02 16
ULTRACON® 1/4" 1-1/4" 1" 4" Scud N.T.S.
" ITW ® 3/16" 1-1/4" AS SHOWN 1.1/2" DWG.BY. JK m
TAPCON I GHM.BY. LFS 3
€ WOOD SCREW INSTALLATION NOTES:
1.Maintain a minimum 518"edge distance,I"end distance,8.I"o.c.spacing of DwwiHo No.:
wood screws to prevent the splitting of wood. FL-20468.12 w
sHEEi 14 of 14
u.
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
n
1. P.O.Box 230 Valrico;FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Registry License.No.9813
Product / Report A'// / FL�20468.12
Date. At 14,2020 .
Product
Category Sub Category Manufacturer'" Product Name .
Therma Tru Corporation Fiber-Classic and Smooth-Star
Exterior Swinging
Exterior Door 118 Industrial Drive Composite Edge Glazed Fiberglass Double Door
Doors Assemblies Edgerton,erton,OH 43517 w/-or w/out Sidelites
Phone 419.298.1740 Inswing/Outswing'Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt, P.E.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 7th Edition(2020)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
9
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-20468.12 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-20468.12 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01460274 ASTM E1886-05,E1996-05 Testing Evaluation Lab.,lnc. V.K.Wright
ASTM E330-02,E331-00
TEL 01460131 ASTM E1886-02, E1996-02 Testing Evaluation Lab.,lnc. V.K.Wright
ASTM E330-02, E331-00
TEL 06-0831-1 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
ASTM E1886-02, E1996-02
TEL 01461612 ASTM E1886-05,E1996-09 Testing Evaluation Lab.,lnc. V.K.Wright
ASTM E330-02, E331-00
TEL 01461939. ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc V.K.Wright
ASTM E1886-05,E1096-09
2. Miami Dade NOA Materials Testing
19-0305.02 Butacite°PVB Interlayer(Kuraray)
17-0712.05 SaflexO PVB Interla er Eastman Chemical Company). S', :'"-.i*
3. Drawing No. Prepared bV s� t • r' �� Signed&Sealed by
No.FL-20468.12 RW Building Consultants,Inc.(#9813) � Q�oti�"G ''r�`,c'-. ��Lyndon F.Schmidt,P.E.
4. Calculations Prepared by At &.Sealed by
Anchoring RW Building Consultants,Inc.(#9813) a,L ^" Lyndon F.Schmidt,P.E.
5. Quality Assurance o r
Certificate of Participation issued by National Accreditation and Manageme2t"
• Institute,certifying that Therma Tru Corporation is manufacturing products _
within a quality assurance_program that complies with ISO/EC 17020 and ��Y' �""s'�' - {�
Guide 53. -a D
Lyndon F.Schmidt,P.E.
'tl3�aa >z ' FL PE No.43409
-7/16/2020
Sheet 1 of 1