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FL #
FL21867-R2
Application Type
Revision
Code Version
2017
Application Status j
Approved
Comments
Archived
0
I
Product Manufacturer
Amarr Garage Doors/Entrematic
Address/Phone/Email
165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1307
robert.richardson@entrematic.com
Authorized Signature
9 �
Robert Richardson
robert.richardson@entrematic.com
I
Technical Representative
Robert Richardson
Address/Phone/Email
165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1307
robert.richardson@entrematic.com
Quality Assurance Representative
Danny Joyner
Address/Phone/Email
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
I
djoyner@amarr.com
Category
Exterior Doors
Subcategory
Sectional Exterior Door Assemblies
I
Compliance Method
Evaluation Report from a Florida Registered Architect or a
Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
I
Florida Engineer or Architect Name who developed the
Thomas L. Shelmerdine
Evaluation Report
Florida License
PE-0048579
Quality Assurance Entity
Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
I
Steven M. Urich, PE
i
E✓ Validation Checklist - Hardcopy Received
Certificate of Independence
FL21867 R2 COI Statement of Independence 2017.pddf
I
Referenced Standard and Year (of Standard)
Standard
Year
ANSI/DASMA 108
2012
ANSI/DASMA 115
2012
ASTM E1886
ASTM E199
2005
2009
F T � • COPY
ASTM E3306
200
i'
ASTM F588
2004
I
TAS 201, 202, 203
1994
floridabuilding.org/pr/pr app_ U.aspx?param--wGEVXQwtDqufj9QzTt6YQlf6AwclANv%2bJFpegXlFvtvGoLmrhUfMbwp/o3dp/o3d
1/4
14 GA 123' X L25' X I ADJUSTABLE ROLLER CARRIER
ADJUPUNCHED ANGLE ATTACHED TO ATTACHED V/ (E) 5/16' x 3/4'
FIXTURE
W SLUE IN TOP DOLT 6 NUT PER SRAOIET
Fl%TUBE WITH
(b 5/16• X a
3/4' BOLT AND NUTfe
0
2' ID MALL STEEL
I= STELA ROLLER
W/ 7/16' RETAINER FOR
NRI-THREADED SHAFTS `• i
5 1/2'H X I9 GA R-TRUSS
ATTACHED V/(3) 1/4• X 3/4'
12 W GALV. STEEL,,. _ HEX HEAD SCREWS AT ENDS
C®IMERCIAL,TaP ROLLER AND V/<P) 1/1' % 3/1• AT
BRACKET ATTACHED V/N) :moo'., " EACH CENTER STILE
1/4' x 3/4' Off% HEAD LOCATION DN TOP SECTOR(
SCREWS PEN BRACKET
TYPICAL TOP FIXTURES 1
N.T.S.
20 GA GALV. STEEL END
ATTACHED TO DOORS SKIN
(2) I8 X 1/2• SCREWS PER
2' GALV. STEEL. TRACK
THM mm mr(1R(.)
14GA (MIW CENTER NOCE ATTACHED
V/ A TOTAL R' (5) V4• w 3/4-
HEX HEAD SCREWS
(2) SCREWS IN THE TOP LEAF
(3) SCREWS IN THE BOTTOM LEAF
0
3 GA BOTTOM BRACKET EASE
HEAD
W/(E) 1/4' % 3/4'
HEX HE
TYPICAL CENTER HINGE HEX An SCREWS
N.T.S 2
O
TRBB-375 BOTTOM BRACKET(4 rn,Jl
N.LS
LARGE MISSILE
IMPACT RESISTANT
,L 2 % 6 SYP OR SPF
(NO. 2 OR BETTER) 0) 5/16• x 1 5/8'
LAG SCREW PER
JAMB BRACKET
2•-10 BALL STEEL
LING STEM ROLLERS
s W/ 1/16• BOLT RETAINER
.. ECOi NON -THREADED SHAFTS
INTERUEDIATE
HINGES MA (1(DL)
GA
2•
12 GA CRDffRCUL
FI%T4 ATTACHED V/(4)
1/4I 3/1• {E)( HEA➢ SCREWS
AT EACH END STILE
ADJUSTABLE SLIDE BRACKET AT
WA2) 1/4' % 1/2' BOLT AND H
i r
SDP SECTLE 9 124T X 19 GA
�`
KS• ATTACHED STACKED DH
T CKED STEEL OM OF
4
TOPRIX
FIXTURE 4- x 3
(3) t/4• x 3/4-
HEAD
HEX SC EW ND
HEX HEAD SCREWS AT EACH END S
,.
V/ (2) I/4' x 3/4' AT EACH CEN
S(
14GA ADJUSTABLE ROLLER
—CARRIER ATTACHED TO R-TRUSS
V/ CD 1/4• x 3/4•
HEX HEAD SCREWS
1
27CGASKIN
—I4CA END HINGE
AT EACH E
13 GA BOTTOM BRACKET AT EACH C
ASSEMBLY ATTACHED
a W/a) 1/4• X 1/4' FRONT SKIN,
HEX HEAD SCREWS 27 GA.,
(2 IN BASE AND
2 RI ROLLER FLANGE)
2. 10 BALL STEEL BOTTOM BRACKET
LONG STEM ROLLER
V/ 7/16• RETAINER FOR ATTACHED F'%TRll➢ED
NUN -THREADED SHAFTS W/ (4) 1/4' x 3/4'
HEX HEAD SCREWS �AnALa®T�
TRNB.S 75 BOTTOM BRACKET 4B SECTION A —A (SIDE VIEW)
N.T.S.
14GA ADJUSTABLE ROLLER REY OfS�GON a' RDTSaS
PIER ATTACHED TO R-TRUSS
W/ (3) 1/4• x 3/4• 14 GA OON.)
HE% HEAD SCREWS CAR HINGE ROLLER
CARRIERS TOTAL
1/EO MAX SIZE
2. 10 BALL STEEL HE W TOTAL 1/4' w 3/4' 16' X 14'
LONG STEM ROLLER HEX HEAD SCREWS g�
V/ H0.T RETAINER USED �) SCREWS UPPER LEAF DESIGN LOAD �q/{' .•.
FOR NEW
THREADED SHAFT +36.4 PSF ..
-41.4 PSF •���`'v
-c V
5 1/2•H X 16 GA R-TRUSS w= '• •• ND
ATTACHED WAR) 1/4• % 3/4• - TEST LOADS u Off% HERD SCREWS A (H•0 , c4:6 I11105) : I f.G
EACH END STILE +54.6 PSF
-62t PSF a STATE OF
Ao. w
TYPICAL END HINGE ••�
N.TS 3 FL ••••..
THE METHOD OF TESTING WAS IN SUBSTANTIAL
CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM
E330, E1996, F588 AND DASMA 108, 115. THE PRESSURES
SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE
7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR
WIDTH IN THE END ZONE, ROOF AT ANY SLOPE):
HIND SPEED MPH
200
182
173
165
158
EXPOSURE LEVEL
B
C
C
D
D
MEAN ROOF HEIGHT
30'
15'
25'
15'
25'
MODEL C500 (CLAMSHELL)
AMARR OLYMPUS 3200,
AMARR DESIGNERS CHOICE 3200
Sa I M W of Ala I DATE W/13A VATRG NUM
B I am m aT Iaa I ux atm IRC-0516-155-26-
❑PTI❑NAL SHORT AND LONG PANEL GLAZING LAYOUTS
N.T.S.
ASS' 6060 EXTRUDED ALUMINUM
FRAME
(14) 68 X 1' PHILLIPS
V/375' BITE ON BASS
HEAD SHEETMETAL SCREWS
USED TO FASTEN TIE ALUMINUM
/IWACTU"ER.
1/4MAKROLON POIYCARBDTIATE
INTERIOR FRAME TO THE
MANUFACT1DtED BT eAYER
AllO8M1M EXTERIOR FRAKE
A55' 6060 EXTRUDED ALUMINUM
% CONTINUOUS
IO
IMPACT EXTERIOR FRAME
078'
(N507 HOTMELT SEALANT
MANUFACTURED BY BOSTIK
MANUFACTURED
SECTION D-B IMPACT•WINDOW DETAIL
N.T.S.
18-1/8' MAX. DLO
10-5/B'
MAX. DLD
38-1/16' MAX. DLO
10-5/8,
MAX. DLO
b PANEL IMPACT 9 A7TNG FASTENER DETAIL
G-N
tlL� f�L�
phlL—�IL�
t
iPLKf
�
f I
L✓I��
tlLK� 1
iKTL�
v
vV
111��=II�=I�U
14 GA. (MIN.) FLAG BRACKET
ATTACHED TO WOOD JAMB
W/(3) 5/16 DIk X 1-5/8' LAG BOLTS
AND TO TRACK W/(4) 1/4-20 X 5/8'
TRACK SPLICE BOLTS AND NUTS
14 GA. SPLICE BRACKET ATTACHED
TO WOOD JAMB W/ (1) 5/16 DIA. X
9-5/8' LAG BOLT AND TO TRACK W/
(4) 1/4-20 x 5/8' TRACK SPLICE
BOLTS AND NUTS
5/16' DIA. X 1-5/8'
JAMB
-20 x 5/8'
6 NUT
TRACK ATTACHMENT CAN BE BRACKET
MOUNT, CONTINUOUS, REVERSE ANGLE
MOUNT OR TAPERED REVERSE ANGLE
MOUNT. (SEE AVAILABLE TRACK
CONFIGURATIONS ON THIS PAGE)
ALL TRACK BRACKETS AND TRACK
CLIPS ARE ATTACHED TO TRACK
WITH (2) RIVETS OR (1) 1/4-20
BOLT L MOT
ALL TRACK BRACKETS OR TRACK
CLIPS ARE TI1 FOLLOW SPACING AS
INDICATED
TRACK CONFIGURATIONFOR UP TC 14' TALL OOORS
SEE TABLE 1
INTERIOR OF GARAGE
MAX. WIDTH 16'0- —
DESIGN LOADS
+291.2 LBS/FT SEE NOTE 2
-331.2 LBS/FT
SPECIFlCATONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE
VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE
VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO
PORTION OF THE LOAD TRANSFERRED FROM THE DOM
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR
+291.2 LBS/FT @ -331.2 LOS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 27 GA. (.015) MIN. EXTERIOR AND INTERIOR
SKIN, ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UP TO IVO' USE (1) 5.5- IBGA R-TRUSS PER SECTION.
6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS
AVADAB(E TRAM C@biQ1RAIKINS
Mss
I F9 I DUMPRIN OF 1411906 I DATE [BY I I
MAX SIZE
16' x 14'
.....•a
jF.•'
•
DESIGN LOAD
�At ,+ ♦
2ir
+36.4 PSF
-41.4 PSF
6� • Q; �� 3$
z
TEST Loans
aQ :•� No. 485 zV
+54.6 PSF
-621 PSF
E �: ST
••
O1VgL
��
Eg
MODEL C500 (CLAMSHELL)
AMARR OLYMPUS 3200,
AMARR DESIGNERS CHOICE 3200
IN OAA6V BI OR DATE 01/D/16 DRAM mm
B DiEtlOD BY RR DATE mP3116 NC-0516-155-26-
0"
t
WOOD JAMB ATTACHMENT TO STRUCTURE (OHONAL)
7 X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE
5/16" X 3" LAG SCREWS STARTING 6' FROM ENDS
THEN 16' O.C. (1 1/2" EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO 2.000 PSI CONCRETE
HILTI KWIK BOLT 3/8" X 4" STARTING 6" FROM ENDS
THEN 24" O.C. (2 1/2" EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8- X 2-3/4- STARTING 6" FROM ENDS
THEN 14" O.C. (1 1/4" EMBEDMENT
RW/RAMSET REDHEAD (TRU-BOLT) 3/8" X 4' STARTING 6- FROM ENDS
THEN 24" O.C. (2 1/2" EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK
SIMPSON 1/4" X 3' TTTEN SCREWS STARTING 6" FROM ENDS,
USE PAIRS OF FASTENERS (3" APART)
AT 8" O.C. (1 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4" KWIK-CON II+ SCREWS STARTING 6" FROM ENDS,
USE PAIRS OF FASTENERS (3' APART) AT 8" O.C. (1 1/4" EMBEDMENT
2 X 6 VERTICAL JAMB ATTACHMENT TO GROU ED C-90 BLOCK (2000 PSI GROUT)
HILT[ SLEEVE ANCHOR 3/8" X 2-3/4' STARTING 6' FROM ENDS
THEN 16- O.C. (1 1/4" EMBEDMENT
(OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
•LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE
•PREPARATION OF WOOD JAMBS BY OTHERS
S®WOOD CONCRETE
RMTURE STRUCTURE
6 JAMB ��N
L2' MIN Typ• 2-3/4' MIN
NOItOW BLOCK GROUTED BLOCK
s1RucIURE STRUCTURE
1-1/E• MDI -J-�
3' MMMMMM
TABLE 1
HEIGHT
TRACK ATTACHMENT
SPLICE
A
B
C
D
E
F
G
H
I
J
K
L
M
N
6 "0",:
'15.;
1. 10
;22"
34,
. 46
58..
Y`58"
64' ;
6'6"
3.5"
10'
22'
34'
46"
70"
7T_0' '
3.5;
.,'-10','
'22" ,
34",
'-46%
;.58"
`70"
' ... r
a ::
a
761_`
7' 6'
3.5"
10"
22"
34"
46"
58'
70"
82"
8`0"
3 5":-
[' 10
-; 22
34`
. 46 "
.' 58",
70:.::
8;..
8' 6'
3.5"
10"
22"
34"
46"
58"
70"
82"
94"
...3:5
10„
: •22":
34"
" 46"
;:58"_
` ,70"..
- 82"
94° ;
=900
9' 6"
3.5"
10"
22'
34"
46-
58"
1 70"
1 82"
94"
106"
°JO'0;..3:5"'
x 10"
22"
34`=
-46"
-.58".,:`70".82•
'94",
-10"
s
e,•
_
11273
10' 6"
3.5"
10"
22"
34"
46"
58"
70"
82'
94'
106"
118"
i22%
--34`-;46-'1-
58'.2;
, 82 '•_
. 94''*'
106 '
.1 8
- . '
'
11'6"
3.5"
10"
22"
34"
46"
58'
70"
82"
94'
106'
118"
130"
46"•
,58"
,70"r.--82
:=94"_
JOT
'118"
`130"
..;:;`'
. `;136",
12' 6"
3.5"
10"
22"
34'
46"
58'
70"
82"
94'
106"
118"
130"
142"
' 30
22'
34
'_ 46 ,
_58":
707
"82°,.
;:94">
106.
;198"'
1130"
142 .
, ^;;
,148" ,?r
13'6"
3.5"
10" 1
22" 1
34" 146"
58 1
70'
82"
94"
1 106" 1
118":
130"
142" 1
1
154"
„14':0 ;
3:5"
10_:..
,70".
--52 ..
94',�
106"1
,;118°'
130";
_142"
154
160
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITN SYP OR SPF NO. 2 OR BETTER ONLY
TABLE 2
Section
Panel Type
Center Stile Locations (Measured
from Left Edge)
Max Design Loads
Allowed
Width
(ft)
1st
(in)
2st
(in)
3rd
(n)
4th
(in)
Positive
(PSF)
Negitive
(PSF)
13'110
Short
57.16
82.94
108.71
42.1
47.8
14%0
Short
57.76
83.94
110.11
41.6
47.3
14%2
Short
58.85
84.94
111.41
41.1
46.7
14'14
Short
59.16
85.94
112.71
40.6
46.2
14116
Short
59.86
86.94
114.01
1
40.1
45.6
1418
Short
60.581
87.94
115.31
39.7
45.1
Tong-,
14'110
Short
61.26
88.94
116.61
39.2
44.6
s89:00
132.40,
39 2 ,
44 6'.,
1510
Short
61.94
89.94
117.94
38.8
44.1
"Long, :_
46;60
` _90 00
.,.133 40
-38.8�
15'12
Short
62.66
90.94
119.21
38.4
43.6
15'2
;Long -
,4760:
91.00
,--IX40
; "384 ,::
_43.6 -,
15'14
Short
53.60
79.20
104.80
130.40
37.9
43.2
47 25•
•;r92 00,
,136 75
37 9 , -,
44 2 y1
15'j6
Short
46.62
93.00
139.38
37.5
42.7
�15' 6
_ -Long, r <
47 60=
-93:00,
•'138.40
151i8
Short
47.62
94.00
140.38
37.1
42.2
15'8
_kong
4860•
;9.00„
,13940
371
42:2x
15'i 10
Short
48.621
95.00 1
141.38
36.7
41.8
10
,: ;Gong: '
'49 q7_-
; 95.00 •
140,83
t,
;:i$6 7 ,
41 8.; s
I,15'
16'10
Short
49.62
96.00 1
142.38
1
36.4
41.4
N161'to-' 1z
,:Long
RLY
I MOM T REV3Z
UTE
BY
MAX SIZE
16' x 14'
-
- • -�
••".•
DESIGN LOAD
+36.4 PSF
-41.4 PSF
�•••_AS...... Jw
��. ' �"� yC
W�
Qi
.-- •� '3�
�z
TFsr Locos
(11. ®w w)
oo • No.405
• -a
t '
+54,6 PSF
-62.1 PSF�
3 l'/ 9a
8TA
S gip••' RORjDP:•'
_�% .� e
" FL ....
MODEL C500 (CLAMSHELL)
AMARR OLYMPUS 3200,
AMARR DESIGNERS CHOICE 3200
ff WAIN BY IU BATE 0110/16 1 WAVIG I?MM
d QM BY U BATE O1/ISAS IRC-0516-155-26-