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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL7152-116
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Amarr Garage Doors/Entrematic {{
Address/Phone/Email 165 Carriage Court 1
Winston-Salem,NC 27105
(336)251-1307
robert.richardson@entrematic.com
Authorized Signature Brandon Gentle
brandon.gentle@amarr.com
i
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
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Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer 1
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Thomas L. Shelmerdine
the Evaluation Report
t
Florida License PE-48579
Quality Assurance Entity Intertek Testing Services NA,Inc. I
Quality Assurance Contract Expiration Date 01/O1/2099
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy ieceived
Certificate of Independence FL7152 R6 COI Statement of Indeplendence 2015.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM F588 2007
DASMA 108 2005
DASMA 115 2005
TAS 201 1994
-https://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgtZip8reVGFaAytoNQzQzOSx3juupJw3P8%3d 1/3
8/21/2017 Florida Building Code Online
TAS 202 1 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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' I
Product Approval Method Method 1 Option D
Date Submitted 04/27/2015
Date Validated 05/01/2015
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Date Pending FBC Approval 05/06/2015
Date Approved 06/23/2015
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Summate of Products
i FL# Model,Number or Name i Description
-----
1 7152.1 Heritage (M950),Oak Summit(24 1 9'wide 24'Ga Heritage and Oak Summit 1000 and 2000
j Ga only, M655) —^_ I Models 950,950i, 655, 655i
Limits of Use I Installation Instructionls
i Approved for use in HVHZ:Yes i FL7152 R6 II IRC-95091180-21 Drawing 7-10 FL Rev.Ddf
Approved for use outside HVHZ:Yes 1 Verified By:Thomas L. Shelmerdine FL PE 48579
I Impact Resistant:Yes € Created by Independent Third Party: Yes
Design Pressure: +51.1/-60.3 Evaluation Reports
I Other: Glazing is not available.Approved for use in HVHZ. FL7152 R6 AE Heritage'doors with wood overlaypdf
1 i FL7152 R6 AE IRC-9509-180-21 Evaluation Report 7-10 FL
er v.Ddf
FL7152 R6 AE Salt Spray Test update FL 7152-R5.pdf
} i Created by Independent Third Party:Yes
i
7152.2 Heritage(M950),Oak Summit(24 9'wide 24 Ga Heritage and Oak Summit 1000 and 2000
Ga only, M655) Models 950,950i,655, 6551
Limits of Use Installation Instructionls
1 Approved for use in HVHZ:Yes 1 FL7152 R6 II IRC-95091169-15 Drawin9 p 7-10 FL. df
Approved for use outside HVHZ:Yes Verified By:Thomas L. Shelmerdine FL PE 48579
Impact Resistant:Yes i Created by Independent Third Party: Yes
Design Pressure: +45.3/-51.2 Evaluation Reports
Other:Glazing is not available.Approved for use in HVHZ. 1 FL7152 R6 AE Heritage doors with wood overlaypdf
FL7152 R6 AE IRC-9509-169-15 Evaluation Report 7-10 FL
rev.pdf
1 FL7152 R6 AE Salt So r Iv Test update FL 7152-RS.Ddf
Created by Independent Third Party: Yes
7152.3 Heritage(M950),Oak Summit(24 116'wide 24Ga Heritage and Oak Summit 1000 and 2000
Ga only, M655) Models 950,950i, 655,655i
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes ; FL7152 R6 II IRC-9516a 169-26 Drawing 7-10 FL Rev.pdf
Approved for use outside HVHZ:Yes Verified By:Thomas L. Shelmerdine FL PE 48579
1 Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +45.8/-49.3 Evaluation Reports
Other: Glazing is not available.Approved for use in HVHZ. ? FL7152 R6 AE Hedtageldoors with wood overlay.pdf
FL7152 R6 AE IRC-9516-169-26 Evaluation Report 7-10 FL
1 rev.Ddf
FL7152 R6 AE Salt SDrdv Test update FL 7152-R5.1)df
I Created by Independent Third Party: Yes
£sack Nest `
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1624
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
i
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
mall 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 emalls 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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8/21/2017 Florida Building Code Online
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https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtZip8reVGFaAytoNQzQzOSx3juupJw3P8%3d 3/3
ADJUSTABLE ROLLER CARRIER
ATTACHED V/(2)1/4'x 1/2' 14GA DURASAFE 3 GA FLAG BRACKET ATTACHED TO WOOD
BOLT A NUT PER BRACKET CENTER HINGE ATTACHED
JAMB
O V/(1)1/4•a 3/4' V/(3)5/l6 DIA%I-5/8'LAG BOLTS AND TO
HEX HEAD SCRCWS 2'THICK 3 CA COMMERCIAL TRACK V/(4)1/4-20 x 5/8 TRACK SPLICE
TOP FIXTURE ATTACKED V/ BOLTS AND NUTS
]5/8.22GA R-TRUSS ATTACHED (4)1/4' 3/4'HEX HEAD SCREWS
12 GA GALV,COMMERCIAL V/(2)1/4'x 3/4' ADJUSTABLE SLIDE BRACKET ATTACKED
TOP ROLLER BRACKET HEX HEAD SCREWS AT V/(2).1/4•x 1/2'BOLT AND NUTS
ATTACHED V/W 1/4'a EACH CENTER STILE Y 24 GA MIN EXTERIOR SKIN
3/4'HE%NEA➢SCREWS 2'10 BALL STEEL x/BAKED ON POLYESTER FINISH
PER BRACKET •• 5•MIN STEM ROLLER SPUCE TRACKS AT THIS LOCATION
W/(4)1/4•-20 TRACK SPUCE BOLTS @ NUTS
TYPICAL TOP FIXTURES SECURE TO JAMB 11M(3)5/16•DIA x 1-5/8'
N.LS LAO BOLTS
S
SEE(TABLE 2)ON PAGE 3 FOR (SPLICE) (1)5/16'OIA x 1-5/B'
RECOMMENDED SECT IIW CONFIGURATION A TYPICAL DURASAFE CENTER HINGE I uG ear ATTACKED To JAMB
N.T.S. L AT EA JAMB BRACKET
(U 3 5/B' R SE
R-TRUSS PER SECTIONT' 12 CA GALV.STEEL
1 G JAMB BRACKETS
T (TMROUGW ATTACHED W/(1)1/4•-20
(TOP) N TRACK SPUCE BOLT k NUT
I• STILE STIFFENERS HG
2 I LOCATE➢E HINGE KOLE(S)
ON TOP SCCTION ONLY F
D
THROUGH HOLES FOR STRUT 14 MINCE E
H ISREOIUREI(IF STRUT 14 GA
IS REDIURED) D
E I
6 4 1
C
a
SCE(TABLE 3)IN PAGE 3
FOR JAMB BRACKET SPACING
B O TRACK CONFIGURATION FOR G'6'UP TO 14'TALL DOORS
A 3 5/B'H%22 G0. (3 5/B'
STILE TYPICAL STILE STIFFENER \R-TRUSS)GALV.STEEL R-TRUSS
LOCATION I I A 5 ATTACHE➢V/(1/V4' 3/{•
TEE TABLE 4 ON PAGE 3 SEE(TABLE U ON PAGE 3 N.T.S.
HEX HEA➢SCREWS AT EACH END
FOR STILE PLACEMENT FOR STRUT SPACING STILE AND(2)VY x 3/1'HEX
HEAD SCREWS AT EACH CENTER
9'-0'MAX VENTS PROVI➢E 70 Bq In STILE
INSIDE ELEVATION (62 sep"FOR OPTIONAL
N.T.S. VENT)OF UNOBSTRUCTED
ADJUSTABLE SLIDE BRACKET 14 GA DURASAFE AIR FLOW EACH
ATTACHED V/(2)1/4-20 a END HINGE ATTACKED 1)2'211A STRUT AT
5/9'TRACK BOLTS AND NUT ® V/(2)1/4'a 3/4' BOTTOM PANEL
HEX HEAD SCREWS
14 GA DURASAFE AJUSTABLE ONT.STEEL RETAINER Hy DESL91P1I11N Of REN9pYF DATE JET
ROLLER CARRIERS ATTACHED TO VENTS C
TWO(2)ROWS OF THREE(3) BOTTOM SEAL
3 5/8'MA R-TRUSS V/(2) DURASAFE VENTS EQUALS IS S0.INCHES ?I
Va•X 3/4'HEX HEAD SCREW ROLLER CARRIERS ATTACHED �s•�1 A fRY4A4IWA3ID FB;I.O$�kFGi/OHl O6-II-09 SOI
HEX CREWS PER CARRIER 4•XEA O} SECTION A—A (SIDE MEWL B IMBIDFIC200 110113AI JDRC
N.T.S.
•ri'e7a 2'10 BALL STEEL MAX SIZE 4gp0l1070d11"
.r p =<
..- .<•>s,r;.y 9'LONG STEM ROLLER 9'X 14' N„ 4e, \ SHr( eseo
3 5/8'22GA '4'<z..,d�a`✓A'AiE +t S no r n
LARGE M I S S L E DESIGN LOAD % =z
-OPTIONAL VENT DETAIL - - -- ;i 1
R-TRUSS '""-^' SLIDE LOCK ENGAGES INTO VERTICAL N� G E N F'S
ATTACHED W/f{) 'i,aEti.i.„�z�'-.b 6 +51.1 PSF o \ S'• 0l�5 c "'
1/4'x 3/4'MIX TRACK ON HOTS SIDES 5/8'MIN N.T.S -60.3 PSF a'E �~ 0 \' F•• P
ENGAGEMENT(SNAP LATCH,OR LOCK a! `r° NO 004 9 •�tT�<B
HEAD SCREWS ti, C 2
BAR OPTIONAL)HEAD
ATTACH V/(2)1/4•x IMPACT RESISTANT
3/{'HEX NERD SCREWS - q• 1 0.�u
Re �/� !� °p o
fly'. 7 if
TYPICAL DURASAFE END HINGE/ •0 1 THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE ga CD TE aF /AJly-'�v
' WITH THE PROCEDURE DESCRIBED IN ASTM E330, E18B6, LARGE MISSIE N•°n �'�nj•;^. Q, ^e1,'U,;,`u_
5/16'x 1 5/B'LAG IMPACT r h••.� �;•�\`A. `
S uOULOwc 20 GA GAIN,STEEL_ENO_STILE SCREW cl)PER 2'20GA STRUT E1996, F588 AND ANSI/DASMA 10B, 115. THE PRESSURES RESISTANCE r�•'LS ('1 ���~
- -- -_3 3/4'-BIN- - -w7pff.LFSEAL—"ArrAatED vlrH(»TOG-�-Lo --- -SAME BRACKET— ---ATTACHED V/ --- - -- — -SHOWN-ON THE-DRAWINGS-WERE-CALCULATED-USING-ASCE ——-- ; S \`'• c� 23
SIDEROOM r (SUPPUED BY 11 TALLER) TO DOORS SKIN AND(2) (2)1/4'X 3/4' E�--�'gl /Q V1'a�'G Sp',—"',�T-- --- --
(3)20 CA CENTER STILES TOG-L-LOC AT THE TOP AND HEX HEAD SCREWS 7-10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR e�Face�slet='���
AT END AND CENTER �� F L
ATTACKED WITH C2J BUTTON RAIL WIDTH IN THE END ZONE, ROOF AT ANY SLOPE
TOG-L-LOG AT THE TOP AND (1)7/16 olA srlLEs WIND SPEED MPH 232 210 200 191 183
BOTTOM RAIL AND IOREFACE BOLT RETAINER EXPOSURE LEVEL B C C D D ry-n+
TO INTERIOR FACE\ PER ROLLER
,.9„ l l.//�
MEAN ROOF HEIGHT 30' 15' 25' 15 25 2 v
�' 0.0• L63 CARRIAGE COURT VINSTON-SALEM.NJ„ 27103 VVVAMARRLOM
• E7 '�. + i f -:7r h t�.''_ BOTTOM BRACKET
-5:`• ,(�,y, y N �7 2'10 BALL STEEL 13 GA ATTACHED MODEL 950 HERITAGE(24 GA) 1000. 2000
5'KIN STEM ROLLER V/(0)1/4'X 3/4• MODEL 655 OAK SUMMIT(24 GA) 1000, 2000
5/8'H%22 GA 2•GALV.STEEL TRACK HEX HEAD SCREWS SHORT,LONG, FLUSH,AND OAK SUMMIT PANELS
(3 5/8 R-TRUSS) TRACK THICKNESS.083'
CD 1/4-zo a 5/8-TRACK S1F DRAXN DT DU DATE 01/11/O1 OUXUIC NULD&R
SPLICE BOLT AND NUT PER CUNT.VII(TICAL JAMB 2 TYPICAL BOTTOM BRACKET4
JAMB BRACKET TRACK MOUNTING DETAIL ErnOR BE TE TTER SPF) N.T.S. tl¢D(mer 'W oAtl mp4/03 1 -9509-
(N0.2180-21
N.T.S. 90 1 OF 3
SPECIFICATIONS 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 DOOR.
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: INTERIOR OF GARAGE
+230.0 LBS/FT h -271.4 LBS/FT
3.DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED MAX.WIDTH 9'0"
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SECTIONS SHALL BE 24 GA. (.0215) MIN. EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTER FINISH
S.DOORS UPTO 7'0"HIGH CONSIST OF(4)SECTIONS AS SHOWN. DESIGN LOADS
USE(1)3 5/6'R-TRUSS PER SECTION +230.0 LBS/FT
6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 -271.4 LBS/FT SEE NOTE 2
ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WINO LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
t
WOOD JAMB ATTACHMENT TO STRUCTURE RF1' MOVIMOF WONS DATE lay
IN _ A MiM1➢N W ZII7 FS;IOE 6S 8 FG7 PO'1D OFtI.OB SC!
2 X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE B ILRAMIORC230 I IDA3111 JDRC
5/16' X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 20'D.C.(1 1/2'EMBEDMENT)
P X 6 VERTICAL JAMB ATTACHMENT TO 2,000 PSI CONCRETE
HILTI SLEEVE ANCHOR 3/9'X 2R3/4G STARTING 6'6'FROMDFROM ENDS THENTHEN 24'D.C.(1R'/O.C.EOB1/4'EMBEDMENT) BA x 114 ESHE(nf�n9
--- - - - -- - - _ '2TV/RAMSET REDHEAD(TRU-BOLT)3/e'X 4'.STARTING 6'FROM ENDS THEN 24.O.C.(2 1/21-EMBEDMENT) - DESIGN LOAD �e c}ri�,•'�.£r1 9�•• s _
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK +51.1 Pg ,,,.� V,`'� Sf;'•Q/moo
SIMPSON 1/4'X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS -60.3 PSF N'AJ1.'= 1, S;v
(3'APART)AT B'Or-0 1/2'EMBEDMENT) 1:LL„ iv.J 0040579
-w
HILTI 1/4'X 2-3/4'KVIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF � v
FASTENERS(3'APART)AT B'O.C.(1 1/4'EMBEDMENT) e,
VERTICAL JANB ATTACHMENT TO GROUTED[-90 BLOCK(2000 PSI GROUT)
= f HILTI SLEEVE ANCHOR 3/B'X 2-3/4'STARTING 6'FROM ENDS THEN 22'D.C.(1 1/4' Ec
tz EMBEDMENT)(CR,USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE MISSLE m '"'4•, l.� 1(7.� v
7 g IMPACT „V' •n :C� Q;: �."^ -
SLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. RESISTANCE 3 `.a� Vi�•.; • �`e�.� 24
�o_—.�,. —__ _ •—___ __-- _ __ ____. _P -OF-WOOD-JAMBS-BY-OTHERS—
REPARATION
A 1 I
O FL 2gI6J0si17ig4�D �P
WOOD CONCRETE HOLLOW BLO
s G1 GROUTED BLOC
i STRUCTURE STRUCTURE ISTRUCTURE STRUCTURE 2 \�Kj'�)')� �'
w
s
1 �\ 165 CARRIAGE COURT VINSTd(-SAV71,N.0 B7103 WVAMARRCUM
`2X6 JAMB MODEL 950 HERITAGE(24 GA) 1000,2000
1/2'MIN 2-3/4'MIN 1-1/2'MIN 4' MODEL 655 OAK SUM=(24 GA) 1000, 2000
TYP. 3'MIN SHORT,TANG,FLUSH,AND OAK SUMMIT PANELS
AVAILABLE TRACK CONFIGURATIONS S21 DRAIN BY DU DATE 03/12/03 WAWNG NUYHB
N.T.S. B artGlm BY AAE DATE 03/14/03 IRC-9509-180-21
94FT 2 OF 3
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP (Measured from Left Edge)
A B C D E F G H
HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 Panel Type
T 1��.ER.-i ""I'M Width 1st 2st 3rd
is � "�r l'2as F}jS2ya i � u'tc?crt y $301125 (ft) (in) (in) (In)
7' 5 1/2' 16" 37 58" 76 1/2" 13 6" .21 21" 21A G21„ 213 T't18A A18' 21" >$,;E °Skto � 4s8?�L ..ns�4o 88Yr:.
0D'��
��?7��6s� 5:�12����wr.<3?�;,�'�4��3y�rEu'fit't' "`''+i�.��Yfi?$ 2�` � 2,t1 ,� �_ ,�$ �c�.+,' �.$ ;�5�F"•2i`� 8';0 < Long 24.000 48.000 �72.000
12 6 21" 18" 18 18 18 18 18" 21'
8 51/2" 16" 34 52' 70" 881/2 8;0 Bead 24.625 48000 71375
c YY�� 2} ��y !�w% ?tt�,k.{,�li K +LL.;y" ur�L� n;"^ 2 !Z hoG3 1. v `4 Zs "„t15,�Ot1 ` '1 1 0.3
1.ry , t> i 1 T 0,IY'e�^.s`r Fjr s I>✓.y u�.y' & s• F,➢+'.`},"C^ h 1_Sr §' f•'��...�.� �4..a .J C.r 1.f.�- #c�G,1.
:;�;$:,;•:f,s�a ;5y1d'�r 6 e�37 s58 'X'76 t£��, �`q.'�„n�-;t.,� S,,eC�4;T,�,e i 1 i i i 8';2 Long 24.500 < 49.000 , .. 73.500
9 5 1/2 13 31 49" 67" 85' 100 1/2" 11 6 21 21 21 18 18 18 21" 8':2 Bead 25.125 49.000 72.875
1 '4s $
.'6>,� �z�f����.�<x�h�2;1= �,b �.�'<•�.,..� r ��ec<3T�'06�11?� �....t _�..„�,��,. �s _.a.<r,:_ ..�cn 0§0;��Stip%ttiz�.,ri�2 589;«,s:��13;0 Qwn�.<7,5 420ts.
10' 5 1/2" 16" 37" 58" 76" 94" 112 1/2" 10'6" 21" 21" 21" 21" 21" 21" 8':4 Long 25.000 50.000 75.000
8'4 Bead 25.625 50.000 74.375
11' 5 1/2" 16" 34" 52" 70" 88" 106" 124 1/2" 9'6" 21" 18" 18" 18" 18" 21" M8k§ Sty§?t�c26t`q.s ^5�'tl00, 16,
'11��(rrw i 13 If2 �+"0+� e YI � ''ke� �z x�$' ry1 ' 2tar• 8'6 Long 25.500 51.000 76.500
..i 9.. .._x?-n < _ 8'6 Bead 26.125 51.000 75.875
12 5 1/2 16' 37 58" 79 100 118" 1361/2" 8'6' 21 21' 21' 18' 21" z $ S[td.;,,, G�iSg� 2CIDA, Za34x
c ,f 6 ✓ 1� 6 34s��5 : 7 T$8 , a�r € ' .fir ? ' "x t j} e TY o i` a
.., `.;b.a.+�..,,.....1 �.?.._.:r. z!:..X,.'.:>,� x-;.k..4h7,. a ,'"t;8,,f,. ;s`?aa �`,; . ..i$.... z•r. ,,sgv„� , ;` y: 8'8 Long 26.000 52.000. ...78.000
13' S 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 7'6" 18" 18" 18" 18" 18" 8':8 Bead 26.625 52.000 77.375
_ s; b �„ „ sfsart 70 4
89£_i�36 � �1I'.'r ... 2 .1 u' 4,.>�$b..9
14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" 6'6" 21" 18" 18" 21" 811.10 Long 26.500 53.000 79.500
81:10 Bead 27.125 53.000 78.875
TABLE 3 a ORstia��su
DOOR TRACK ATTACHMENT SPLICE s'o Long 27.000 54.000 81.000
HEIGHT A B C D E F G H I J K L M N S 9"0 1 Bead 27.625 54.000 80.375
( 1.. 1 -iY
r �' �,8� �r'x�;1�6
,i>..'\ >`+..t..�.m�+Q..•m'�C�.•• .SF.- +.v;`' Y;'G. �§, 8. ..`��u: .€..,,xs7,..a.`7_'r"a.•`Y <M.� �` .�...A./k., er,>W„rn�',i''t� '.
71 311 1411 2711 38" 46" 5611 6811 7611
/ �pf,V pE5pdp1DN OF REH90✓5 I DATE DY
8 A MWAXNX)2ViK11EL0&FG3rW DA-D-WjS%
.a'G:., s,c�.�1. .<'a:L d.�,.. �..,+c,-, �> �S,>, �33:..a�7.,.�',._�'.rr><a.��r'"�„.� S � ..,r..,.«, .>•�s"3.'.
8 3" 14" 2711 3811 46" 56" 6811 7811 y 88" B "°"�"'��° °/"/" R`
ryw d�ir,,rvx," 1A,Yw't A �r�}'71 a 6yY GOt" C i 2�+ t iT�taF i8.;1-li`�yn, ,sI yYy,'aF,Y+\?a.'d''t•�nttg•,L A. _x'tK t � .�t'YtY`.{r 9A x 1'4E m-- a9�ttGA^D10ldOp �a
r..r•. ..,:�r... q..sy�l)�. „�_ . .<F S�ea,;aY, ... 3•... r,t+.4,,.d�S�<e .� .>.i,�t+s�..��,4tR<L;'
9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 10011 DESIGN LOADSgs v0�41PS•`:Ej�Eftij�✓s�c?
... iF,x x ,i•s'� ll, 11r+. 11 1 !1"L a 11: 3 g ±60.3 PSF d s q��0y.°•ti'AG S�. 7/sA `�'o, ;3 s f27;N 38; 4 w56.3 6 7$ '� ME L�k ti�'No aoaa579•=2" _�
s��a. .u�i,�:a»%s.. 'r r Ji' •k y=+•. x Ls P._ si; r�riz?' "^r g `a�.w c<2:Tn
10 311 1411 2711 3811 4611 56 6811 78 8811 10011 112 =: '��i� • �;
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MODEL 050 HERITAGE (24 GA) 1000, 2000
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,. 1'.i,;'v£ N31c; SHORT, LONG,FLUSH AND OAK SUMMIT PANELS
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B CHEO D BY ME I DATE 03/14/03 In-K09-180-21
ALL TRACK ATTACHMENT SPACING +/- 2• ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY IMI 3 OF 3