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8/21/2017 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL19079
Application Type New
Code Version 2014
Application Status Approved
r
Comments
Archived
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Product Manufacturer Amarr Garage Doors/Entrematic 1
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1307 1
robert.richardson@entrematic.com I{
i
Authorized Signature Brandon Gentle
brandon.gentle@amarr.com
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner@amarr.com
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
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Florida Engineer or Architect Name who developed Thomas L. Shelmerdine
the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date 01/01/2025
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Rleceived
Certificate of Independence FL19079 RO COI Statement of Independence 2015.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 � 2005
ANSI/DASMA 115 File Copy 2005
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM F588 2004
TAS 201, 202,203 j 1994
https://www.flofdabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPlaQcbe70YGV7JeNvmGV72GjrAwcOXpCv%2fA%3d%3d 1/3
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8/21/2017 Florida Building Code Online
Equivalence of Product Standards
Certified By
� I
Sections from the Code
Product Approval Method Method 1 Option D
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Date Submitted 10/29/2015
Date Validated 11/23/2015
Date Pending FBC Approval 11/23/2015
Date Approved 02/10/2016
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Summary of Products
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FL# Model,Number or Name !Description
{ 19079.1 Amarr Classica 1000, 2000/Model IRC-5309-110-15 Thru 9'-0 wide
I 500 !
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL19079 RO II IRC-5306-110-15 Drawing 7-10 FL.odf
Approved for use outside HVHZ:Yes i Verified By:Thomas L. Shelmerdine PE-0048579
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +19.0/-22.3 !Evaluation Reports
Other. Glazing not available in wind borne debris regions ! FL19079 RO AE IRC-5309-110-15 Report 7-10 FL.pdf
Created by Independent Third Party: Yes
19079.2 Amarr Heritage 1000, 2000 (Model IRC-9516-185-26-I Thru 116'-O"wide
950);Amarr Oak Summit(24GA)
1000, 2000 (Model 655) ;
Limits of Use !Installation Instructions
j Approved for use in HVHZ:Yes FL19079 RO II IRC-9516-185-26-I Drawing 7-10 FL.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas L. Shelmerdine PE-0048579
Impact Resistant:Yes Created by Independent Third Party: Yes
fDesign Pressure: +51.9/-58.9 I Evaluation Reports
Other: Short Panel Impact Glazing Available FL19079 RO AE C5463.01-106-18-rO.pdf
I FL19079 RO AE IRC-9516-185-26-I Evaluation Report 7-10
FL.pdf
I Created by Independent Third Party: Yes
I
' 19079.3 Amarr Heritage 1000, 2000 (Model IRC-9518-180-26-I Thru 18'-0"wide
950);Amarr Oak Summit(24GA)
1000, 2000(Model 655) 1
'Limits of Use ;Installation Instructions
Approved for use in HVHZ:Yes FL19079 RO II IRC-9518-180-21-I Drawing 7-10 FL.pdf
I Approved for use outside HVHZ:Yes ! Verified By:Thomas L. Shelmerdine PE-0048579
j Impact Resistant:Yes Created by Independent Third Party:Yes
i Design Pressure: +48.6/-55.0 {Evaluation Reports
Other:Short Panel Impact Glazing Available FL19079 RO AE C5463.01-106-18-rO.pdf
! FL19079 RO AE IRC-9518-180-21-I Evaluation Report 7-10
FLTpdf
CCreated by Independent Third Party: Yes
19079.4 Amarr Olympus(Clamshell)/Modeli IRC-0516-110-15 Thru 16'-0 wide
I C500 i
!Limits of Use j Installation Instructions
j Approved for use in HVHZ: No ! FL19079 RO II IRC-0516-110-15 Drawing 7-10 FL.odf
4 Approved for use outside HVHZ:Yes i Verified By:Thomas L. Shelmerdine PE-0048579
Impact Resistant: No i Created by Independent Third Party: Yes
Design Pressure: +18.3/-20.8 Evaluation Reports
Other: Glazing not available in wind borne debris regions FL19079 RO AE IRC-0516-110-15 Report 7-10 FL.pdf
1 I Created by Independent Third Party: Yes
i 19079.5 Amarr Olympus(Clamshell)/Model IRC-0518-110-15 Thru 16'-0 wide
C500 I
Limits of Use !Installation Instructions
Approved for use in HVHZ: No i FL19079 RO II IRC-05118-110-15 Drawing 7-10 FL.odf
Approved for use outside HVHZ:Yes i Verified By:Thomas L. Shelmerdine PE-0048579
Impact Resistant: No Created by Independent Third Party: Yes
1 Design Pressure: +18.2/-20.6 !Evaluation Reports
Other: Glazing not available in wind borne debris regions
i I
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtNeJIYVXGPIaQcbe7OYGV7JeNvmGV72GjrAwcOXpCv%2fA%3d%3d 2/3
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8/21/2017 Florida Building Code Online 1
FL19079 RO AE IRC-0518-110-15 Report FL.pdf
Created by Independent Third Party: Yes
...__._..__..-.— -._.._...._..._..--- -- -----.._........--•---..------................_........_._—. .r--................_.._...-------_._._.._........---------..._._..—_.—...___-..............._...._.___..___._
i 19079.6 Model 2400/(Amarr 2402,2412, IBC-2409-104-11-R Thru 9'-2"wide
i 2422);Model 2000/(Amarr 2002,
' 2012, 2022)
I
Limits of Use Installation Instructions
i Approved for use in HVHZ: No i FL19079 RO II IBC-2409-104-11-R Drawing 7-10 FL.odf
1 Approved for use outside HVHZ:Yes { Verified By:Thomas L. Shelmerdine PE-0048579
Impact Resistant: No i Created by Independent Third Party: Yes
Design Pressure: +15.6/-18.3 'Evaluation Reports
i Other:Glazing not available in wind borne debris regions FL19079 RO AE IBC-2409 104-11-R Report 7-10 FL.pdf
{ Created by Independent Third Party: Yes
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Bads f��.�t I
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-48711824
The State of Florida Is an AA/EEO employer.Copyright 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 I 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. J
Product Approval Accepts:
M am ® ,gChzek M
Credit Card
Sate i
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPlaQcbe7OYGV7JeNvmGV72GjrAwcOXpCv%2fA%3d%3d 3/3
2'THICK 12 GA COMMERCIAL
14GA DURASAFE 3•%20 GA ATTACHED OP FIXTURE ATTACHED V/
(y 12 GA(MIND GALV. CENTER HINGE ATTACHED V/(2)1/4'X 3/4' U)l/4' 3/4•HEX lffAO
STEEL COMMERWAL TOP ADJUSTABLE ROLLER CARRIER O V/(4)I/4'a 3/4' NE%HEAD SCREVS SCREVSADJOSTABLE SLIDE
ROLLER BRACKET ATTACHED ATTACHE➢V/(2)I/Y I/2' HE%LEAD SCREWS AT EACH END AND[ENTER STILE BRACKET ATTACHED V/(2)
V/(1)1/4• 3/4'NEX HEAD BOLT 4 NUT PER BRACKET
I/4'.1/2•BOLT AND NUTS
SCREWS PER BRACKET I2 G0.DURASAFE
113 l4GA DURASAFE ROLLER END HINGE ATTACHED 24 GA MIN EXTERIOR SKIN
5 1/Y I9GA R-TRUSS ATTACHED CARRIER ATTACHE➢TO V/(2)V4• 3/4. ./BAKED ON POLYESTER FINISH
V/(y 1/4' 3/4' c�:u$ R-TRUSS V/(3)I/4' _ HEX HEAD SCREWS
(1>5 1/2'H%1B GA GALV.
HEX HEAD SCREVS AT 314' HEX HEAD SCREWS STEEL R-TRUSS ON TOP
EACH CENTER STILE �z' ;. r y
14GA DURASAFE ROLLER SECTIGN ATTACHED V/(3)1/4'
X"� : 2'10 BALL STEEL 95' CARRIER ATTACHED TO 3/4'HEX HEAD SCREWS AT
2'10 BALL STEEL 95'STEM _ i'� f,,:?s„' END STILE V/(4)1/4' 3/4' EACH END STILE AND(2)1/a•
RICANE ROLLER V/7/16' 5 VYH%IB GA (5'R-TRUSS) ))Y"':+ ? � STEM HURRICANE ROLLER 3/4'HE%HEAD SCREWS AT
TTACHED V/(3)1/4'X 3/4' V/7/16'RETAINER FOR (., HEX HEAD SCREWS PER CARRIER EACH CENTER STILE
ETAINER FOR NON-THREADE =�':e>^..4)IC.vr:T HEX HE.
SCREWS AT EN➢STILES AND NON-THREADED SHAFTS '.'.0'+.•]vl)Y �Rt`
SHAFTS (y AT EACH CENTER STILE ""' ^"" "•°"•'^"'`^' S 1/2'N%1B GA, (5'R-TRUSS) (1)4 1/2'H X 20 GA.GALV.
ATTACHED V/(U 1/4'%3/4' EACH R-TRUSS ON BOTTOM OF
TYPICAL TOP FIXTURES TYPICAL DURASAFE CENTER HINGE Oj HEX HEAD SCREWS AT EACH OUTER ENDSTILE EACH INTERMEDIATE SECTION
1 N.T.S. 2 w..�+:._�.� AND V/(y 1/4'X 3/4' ATTACHED V/(2)1/4'K 3/4'
N.T.S. HEX
MEAD SCREWS AT INNER END STILE HEX HEA➢SCREVS AT EACH ENO
STILE AND(2)1/4..314 HEX
1 HEAD SCREWS AT EACH CENTER
TYPICAL TOP SECTION DURASAFE END HINGE STILE
A N.T.S. 3
° 4 V2'H X 20 GA p'R-TRUSS)1.1
21'MAX ;2:,(;.�';: ATTACHE➢V/(2)1/4'%3/4'
HE%HEAD SCREVS AT EACH ENO (D 5 112'M%10 GA GALV.
a.,y t. ( i 3;`' AND LEMER ST[LE STEEL R-TRUSS OM TOP OF
EACH INTERMEDIATE 6 BOTTOM
3 - 12,GA.DURASAFE /SECTION ATTACHED V/(4)1/4'
M3 14GA DURASAFE ROLLER ., END HINGE ATTACHE➢ 3/V HE%FEAD SCREVS AT
2 CARRIER ATTACHED TO V/(2)1/4'x /1' EACH OUTER EN➢STILE AND<y
R-TRUSS V/(3)1/4' HEX HEAD SC REVS 1/a' 3/4'HE%HEA➢SCREVS
3/4' HEX HEA➢SCREWS 1 AT EACH INNER END STILE AND
CENTER STILE
414GA➢URASAFE ROLLER
CARRIER ATTACHED TO
2'10 BALL STEEL 9.5' END STILE V/(4)1/4' 3/4'
STEN HURRICANE RGLLER XEX HEAD SCREVS PER CARRIER
V/7/16'RETAINER FOR (1)5 1/2'H X I8 GA GALV.
NON-THREADED SHAFTS ?:%G(P`��iu P.��7 STEEL R-TRUSS ON BOTTOM
SECTION ATTACHE➢V/(y t/4'
5 I/2'H X 19 GA (5'R-TRUSS) 314'HE%HEAD SCREVS AT
5 %'.�'i-`.Zni;r:" ATTACHED V/(4)V4•%3/a' /EACH EID STILE AND 121 1 4'
HEX HEAD SCREVS AT EACH OUTER EN➢STdE .3/4'NEX HEA➢SCREVS AT
AND V/GV 1/4'%3/4' EACH CENTER STILE
HEX HEAD SCREWS AT INNER END STILE
5 A O CONS.STEEL RETAINER
V/BOTTOM SEAL
REFER TO TABLE 2 ON PAGE 3 TYPICAL INTERMEDIATE DURASAFE END HINGE 4
FOR STILE PLACEMENTS N.T.S. S TION A-AE MEW)
N.T.S.
IB'-0'MAX—
5 1/2•M%IB GA 19•R-TRUSS) REY OE59tPD01 Q f0.W9016 DALE BY
INSIDE ELEVATION ATTACHED V/ty 1/Y%3/4•
N.T.S. VENTS PROVIDE 70 sR ti HEX HEAD SCREWS AT EACH STILE
TWO 2)ROVS OF (62 so-Y F(R 9PTIDNAL
THREE(3)VENTS VENT)OF UNOHSTRUCTEO a ) BOTTOM BRACKET MAXSIZE
AIR FLOW CACN f<'.�. 13 GA /4'THOCK ATTACHED Nry .s••• ���•'•. o=
1 EO ALS 19 S0.INCHES
V/c3)1/4'%3/4' 16'K SIZE
LARGE M I-S S L E _ s: may; HEX HEAD SCREWS s�+�c,,'••-.••
_ _ _ _ _ -,.,.. .. DESIGN LOADS o ,!
IMPACT RESISTANT ERA ADJUSTABLE ROLLER I.� [y$� +48 6 PSF a€- ' O •� . ' 3° -
CARRIER ATTACHED TO R-TRUSS t�.f;,�')r'si.^ ,�:5 -55.0 PSF �� •• :i VM'�(`- ra,
v/(3)1/4•.3/4'
OPTIDNAL VENT DETAIL L HEX HEAD SCREWS ;" �. 2.10 BALL STEEL TEST LOADS
p �'(ti,,;�_ V19.5'STEM V/RETAINERS +72.9 PSF, I Z
+T FOR NON THREADED -B25 PSF :'o• { :• •-°-a'
WOOD BLOCK BEHIND EACH OUTER END STILE e)PER SECTIGN F.' SHAFTS Ec S•TA��F • __:a' >
3 3/4'MIN 1-1/2'%2-5/8'X 20-1/2'(21•SECTIONS) 2%6 SYP(NO.2 OR SERER) •, '°^c
�I SIDEROOH 1-1/2'%2-5/B•%17-1/2'(19'SECTIONS) -- - _ ••• L°LL
I ��
TYPICAL BOTTOM BRACKET/ \ LARGE MIPACT N q ••:"L�VrU(r
_ O)20 GA.CENTER STILES N.T.S. `) - RESISTA CE R •"• 3
-----—` —---ATTACHED-VITH-(2)-CLINCHED JOINTS---- - 20 GA.GALV._STE0._END—
DPTIONAL STOP--M011LDING—' - - ---- --_ E 2 �(?
V/FLEXIBLE SEAL AT THE TOP AND BOTTOM RAIL STILE ATTACHED VITH(7) - ------------ --— ;�
° ••�'�.�..••••• vT(SUPPLIED BY INSTALLER) AND ADHESIVE TO INTERIOR PACE CINCHED JOINTS TO DOORS E
-/,j - SKIN AND(2) AT THE TOP '^
JAMB BRACKET ATTECHED TO AND BOTTOM RAIL
JAMB v/0)3/16•%1-9 TO 2•GALV.STEEL TRACK THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
LAG BOLT AND ATTACHE TO S
TRACK V/<U 1/4 X 5/8' .. TRACK TIOCpIESS.oar ENTRE//MATIC
SPLICE BOLT �' TL �� �"� -�' j�c ��' .' WITH THE PROCEDURE DESCRIBED IN ASTM E330,E1886,
.� y a- ) E1996,F588 AND ANSI DASMA 108,115.THE PRESSURES
20 DOUBLE
GALV.TILEL UNIVERSAL
WITH END STILE ATTACHED SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 165 CARRIAGE COIdtT VINSTON-SALEM,NL 27105 VWAMNR.COM
V1TN<y RIVETS OR CLINCHED 7-10 WITH THE FOLLOWING PARAMETERS 5 FEET OF DOOR MODEL 8950 AMARR HERITAGE 26 GA 1000. 2000
9 1(S'R-TRUSS) "' "- "'' " -"' nNI➢BOTTOX OORS SKIN At TOP WIDTH IN THE END ZONE ROOF AT ANY SLOPE: MODEL 0055 AMARR OAK SUMMIT(24 GA) 1000, 2000
WIND SPEED MPH 232 2" 200 191 184 SHORT.LONG,PLUSH,AND OAK 6UlOOL eaNas
s3 14GI DURASAFE ROLLER CARRIER ATTACHED TO R-TRUSS EXPOSURE LEVEL B C C D 0 sa D"WI BY F2 DATE 09/d0/IS DRABWO NUm
V/(3)1/4'.3/4'HEX HEAD SCREWS ' ' 'MEAN ROOF HEIGHT 30' 15 25 15' 25 B CEOnSY R1R DATE 09/30A IRC-9518-180-26-I
TRACK MOUNTING DETAIL
N.T.S. Nr I OF 3
is
SPECIFICATIONS AND NOTES
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, 033'GALV STEEL INTERIOR IMPACT WINDOW FRAME
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. INTERIOR OF GARAGE A33•GALv STEEL EXTERIOR IMPACT WINDOW FRAME W/,5'HITS ON GLASS
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD _
TRANSFERRED FROM THE DOOR. MAX.WIDTH 18'0" CCppRailvEE ppLLASTIC INJECTION 24 GA.STEEL DOOR SKIN
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: OE➢Ez7ERI0R WINDOW FRAME
+437.4 LBS/FT & -495.0 LBS/FT
V" OVERALL
3. DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED V.
CLEAR ANNEAL
En GLASS
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. D9o•sm.uTEAR2A PVH tBTERLA7ER
4. DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN.EXTERIOR SKIN DESIGN LOADS 1/MMMACTIIRE T�G�UA GLASS
ROLLED FORMED, W/BAKED ON POLYESTER FINISH +437.4 LBS LEIS/FT
SEE NOTE 2 {'
5. DOORS UPTO TO"HIGH CONSIST OF(4)SECTIONS AS SHOWN. SUREBOND SB-190
USE(1) 5 1/2'R-TRUSS AND(1)3'STRUT ON TOP SECTION, 3 STRUCTURAL ADHESIVE
(1)5 1/2'R-TRUSS AND(1)4 1/2'R-TRUSS PER INTERMEDIATE SECTION,
&(2)5 1/2-R-TRUSS ON THE BOTTOM SECTION 2.3/16•X I/Z'SCREW-USED TO
6.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO
THE STEEL INTERIOR IMPACT WINDOW FRAME
BY A RECISTRED PROFESSIONAL ENGINEER FOR WIND LOADS 3.11/64-X 1/2'SCREW-USED TO FASTEN DECORATIVE PLASTIC MOLDED
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. WINDOW FRAME TO THE ASSEMBLY
OPTIONAL SHORT PAN L GLAZED SECTION STRUT AND STILE AYOUTS
N.T.S.
SECTION B-B IMPACT WINDOW DETAIL
N.T.S.
A to Lim
18-1/8' DLO
•2.3 •2 •3 '2 J•
TOP SECTION
30-5/8' DLO L
IMPACT GLAZING FASTENER DETAIL
INTERMEDIATE SECTION N.T.S.
GLAZING MEETS ASTM E1300-04
WOOD JAMB ATTACHMENT TO STRUCTURE
raY o2aTmna v ROYSDNs 01TE BY
5/16'X 3'LAG SCRLIVS STARTING 6'FROM ENDS THEN 10'O.C.(1 1/2'EMBEDMENT) UM
2%6 VERDC L JAMB ATTACHMENT TO 2.000 PSI CONCRETE MAX SIZE m •.•`•'••••". =�
18':14'
HILD KWIK BOLT 3/B'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENn y�y • gu
HILT]SLEEVE ANCHOR 3/8'X 2-3/4'STARTING G'FROM ENDS THEN 10"O.C.(1 1/4-EMBEDMENT) DESIGN LOADS 6a � CCG•'•• ��
ITW/RAMSET REDHEAD(TRU-BOLT)3/B'X 4"STARTING 6-FROM ENDS THEN 18--O.C.(2 1/2"EMBEDMENT) - - +48.6 PSF E T Q l•`••••••••'•__(O `q'° __- - -
2 X 6 VERTIGL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK -55.0 PSF �`:� v •4 • C'�n'
SIMPSON 1/4"X 3"TITEN SCREWS STARTING 6-FROM ENDS,USE PAIRS OF FASTENERS(3"APART) W LL • � , (:
AT B"O.C.(1 1/2'EMBEDMENT) 185
TEST LOADS n¢o •,`„/ ou
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) -BIB PSF o : W • (L a
2 X 8 VERfIGAL JAMB ATTAGHMENi TO GROUTED C-90 BLOCK(2000 PSI GROUTI E i •i gTA�'
HILR SLEEVE ANCHOR 3/B'%2-3/4"STARTWG 6'FROM ENDS THEN 10"O.C,(1 1/4-EMBEDMENT) LARGE MIS SLE •• M+l��"
(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) j^. •: yqLL
IMPACT 2 ( •• 23
----- - —- — -- --' ------•LACE-AND-BOLTS-CAN-BE-COUNTERSUNK-TO-PROVIDE-A FLUSH-MOUNTING-SURFACE--_- ____ RESISTANCE _ 'W N�
�y 4
-PREPARATION OF WOOD JAMBS BY OTHERSN FL� • ��
s WOOD CONCRETE HOLLOW BLOCK GROUTED BLOCK gN
y k STRUCTURE STRUCTURE STRUCTURE STRUCTURE
gG G1 ENTREOMATIC
163 CARRIAGE COURT WST NRI-SALEM.N.C. 27105 wWANARRCOM
0 MODEL 85 M AMARR HERITAGE(24 GA) 1000,OD131. 655 AMARR DAIS SUMMIT(E4 CA) 1000.2000
Liu t/2'MIN 2-3/4'MIN 1-1/2'MIN 4' SHORT.LONG,PLUSH.AND OAK S➢1607 PANELS
AVARABIE TRAa caMOaRAnaNs ttF JAMB 92E DRAIN BY TER DATE 00/30/15 DRAWNG RIM
x.Ts 3'NIN B OROBDBY TER I DATE 09/30/15 IRC-9516-180-26—I
SIM 2 OF 3
4 GA,FLAG BRACKET ATTACHED TO WOOD TABLE 2
JAMB.(3)5/16 DMA.X 1-5/8'LAC BOLTS AND TO Section Center Stile Locations
TRACK V/(4)1/4'-20 K 5/0 TRACK SPLICE (Measured from Left Edge)
BOLTS AND Nurs 'Width" Panel Type let 2nd 3rd 4th 51h 6lh 7lh
(R) (in) (in) (in) (In) (in) (in) (In)
T6.,2,r �26.:Q1 ..5627'.i.a7.3..f7�k-v X 70IIf >,120,3G.,?4143:ZX.:.1fi7,09r.
SPUCE TRACKS AT INS LOCATION 16 2 Long 26 25 51.17 74 08 97 00 119 92 142.83 165.75
(4)1/4'-20 TRACK SPUCE BOLTS&NUR zat5'slti"+:.a.S Olt, ,j'!?�Z,7793 .:'�.Zi2.n+r 17A;
SECURE TO JAMB 147M(S)5/18'DI0.x 1-5/e'SAG BOLTS 16'14 Long 29.25 52.17 75.08 98.00 720.92 143.83 166.76
s E6b,. ;28,91M 52i27a,m64 T<'•99m 2¢2.36.,.�,1,4,5h73tME
(SPLICE)
(1)s/ts'wA.x f-s/e' 16':6 Long 27.51 51.34 75.17 99.00 122.83 146.66 170.49
LAD BOLT ATT 7 TO JANB 163&.�1S`
AT EA BRACKET
JAMB BRACKET
16':8 Long 28.30 52.20 76.10 100.00 123.90 147.80 171.70
12 GA.GALV.STEEL :d`)S 1,Q>;xt.ShDrti c •.si26 75,.;51:0: .a ';r?5,,rw1A1J00$T,`:125 7,$'.:>ti�i150;50 :;;175 25
G ATTACHED W/(1)1/4--20 JAMB BRACKETS
(THROMON) 16 10 Long 29.30. 53.20 77.10 101.00 124.90 1 148.80 172.70
N TRACK SPUCE BOLT @ NUT o?.A ...r:S ot}„,,:,>29i(�1 .;53.-;3st,;3ty,7 fi7.ko�;1Q2,00:?:'].,Z6.�3 P?.750:G6'<
17'0 Long 30.30 54.20 78.10 102.DO 125.90 149.80 173.70
F W1Z,9.2 ?;`:.hong 5� 00„.t.5.3:i(XIN„78 0.¢3*.:a1 001 .;1:280!)''.'i 153OR cIQZBpo.
17':2 Long 31.30 55.20 79.10 ID3.00 126.90 150.80 174.70
2M />5:4:0A 7w9?;.mcqpT 2 72ME 954:Q0 ;1Z4tQOv
D I 17 4 Long 32.30 56.20 80.10 104.00 127.90 151.80 175.70
EKE ffr$ho(ri 3p 00x 5100. 48p �KIQ.5 0 5'Z{30 OQ �.xb5>OD 1B0(UU%
a 17 6 Long 33.30 57.20 81.10 105.00 128.90 152.80 176.70
A 1F ,;:Short"',,,�29�Ot Sq}80,T, ,80y(1:,.;a1.D6'DO,,E316D ,_a5720,,,a1,82i80.:
-SEE TABLE 1 BELOBRACKET
SPACING 17'
FOR JAMB BRAIXET :8 1 30.70 55.80 80.90 1 106.00 131.10 156.20 181.30
TRACK CONFIGURATION FOR 6'6'UP TO 14'TALL DOORS 32.6pa -(;'),6ti;211 ,,163i'80y�:
17':10 Long 1 30.88 56.25 81.63 1 107.00 132.38 157.75 183.13
k 18 A ,a Shot1 I,, u57,y25f
18'EO Long 32.70 57.80 82.90 108.00 133.10 158.20 183.30
TABLE 1
DOOR TRACK ATTACHMENT SPLICE
HEIGHT A B C D E F G H I J K L M N S
R,�. a .» �� ray DLwarnm aF 81xsDBs WE BY
A rM.
7' 3.5" 10" 22" 34" 46" 58" 70" 76"
It4 / i' ��8��'K Max SZE A,.......
7,a. ?z :". CR T• LY S t'1 a .e £c+b'£w'.'....• •xx T),:- ;"z • iii., ' r ,..
8 3.5" 10 22' 34 46' 58 70 82 88" e x 1aa =
D+SGN 49.6 LOADS
A � ••� u e
W E
-55
.0 PSF aV- �C��•.�••
9 3.5" 10 22 34 46 58",70 82 94"' 100 TEST LOADS aQ a No.48M =�
± E"825 PSF
10' 3.5" 10 22 34 46' 58 70 82 94 106 112" E2 •: srnt a ;_
RORIDP "-LL
LARGE MIT `
IMPACT n L r 3
RESISTANCE 2 •• fAf •
Y�' 1 Y 1 1 i I y0 f 1 it A 2 {� (4 u�'A •...
12' 3.5" 10" 22" 34" 46" 58" 70" 82" 94" 106" 118" 130" 136" 9„
k�r� �z 64zU�v2�r1 658' $2 � � :., ENTRE//MATIC
13' 3.5" 10" 22" 34" 46" 58" 70" 82" 94" 106" 118" 13/0�" 142", 148"
AA t llvY 11 `VI f�1 Y;-i(�JM xi,IS R„r..i w.... .�_ r Tb.yA�.�3' � •A, •. 1"'`r 16S CARRIAGE COURT VIWON-SALEN,NL 27103 VWAMARR.COK
MODEL III 950 Aa1ARR HERITAGE(24 GA) 1000, 2000
14' 3.5" 10" 22" 34" 46" 58" 70" 82" 94" 106" 118" 130" 142" 154" 160" MODEL ee55 ANARR OAK SUMMIT(24 GA) 1000. 2000
GROWL LONG.PLUSH,AND OAK SVIOOT PANELS
9IE I DUN BY MR DAIS 03130AS DRAWNO NOW
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP NO.2 OR BETTER ONLY B a¢aEDBY RR DATE 09AP5 IRC-9518-180-26-1
910 3 OF 3