HomeMy WebLinkAbout8x7 3000 amarrMIAM4�E1 MIAMI-DADE COUNTY
- PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9'-0"
Wide with Impact Resistant Windows
APPROVAL DOCUMENT: Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak
Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with
revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L.
Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE, IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards, and
the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side
track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 14-0414.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0505.22
Expiration Date: September 6, 2017
Approval Date: July 23, 2015
p711512 Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 14-0414.10"
1. Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000
Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated
05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors,
signed and sealed by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 14-0414.10"
1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab,
Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E.
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Tensile Test per ASTM E8
5) Forced Entry Resistance Test per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage
door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by David W. Johnson,
P.E.
Submitted under NOA # 12-0228.03"
3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM 13117, prepared by Architectural Testing,
Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph
A. Reed, P.E.
"Submitted under NOA # 12-0228.09"
4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test
Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by
David W. Johnson, P.E.
"Submitted under NOA # 07-0706.05"
5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air
Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for
a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report #
ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E.
6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by
Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated
05/30/2007, signed and sealed by Candido F. Font, P.E.
4071161V
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0505.22
Expiration Date: September 6, 2017
Approval Date: July 23, 2015
E -1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted tinder NOA # 14-0414.10"
1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed
and sealed by Thomas L. Shelmerdine, P.E.
"Submitted under NOA # 12-0228.03"
2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed
and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03"
1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file #
R11812.
F. STATEMENTS
1. Statement letter of code conformance to the 5'h edition (2014) FBC and no financial
interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by
Tomas L. Shelmerdine, P.E.
E -2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0505.22
Expiration Date: September 6, 2017
Approval Date: July 23, 2015
CGH
I? TT GALV. /(4) /CIAL
TOP ROLLER BRACKET
ATTACHED HEAD
1/4' x e
3/4• HEX HEAD SLREVS
1 PER BRACKET
(1) 3 5/8' X 22 GA R TRUSS
ATTACHED V/ (2) 1/4' X 3/4'
HEX HEAD SCREWS PER STILE
TYPICAL TDP FIXTURES
N.T.S.
BALL STEEL ROLLER
STEM AND (0 7/16'
RETAINER USED FOR
DEO FASTENERS
3 5/8' 2260. R -TRUSS
ATTACHED W/ (2) 1/4' X
3/4' HEX NEAR SCREWS
AT EACH HINGE
TITYTPICAL DURASAFE CENTER HINGE�2
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CONFIGURATION
o
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5/16' x l 5/8' LAG
SCREW (1) PER
JAMB BRACKET
(1) 1/4-20 x 5/8'TRACK
SPLICE BOLT ANDNUT PER
JAMB BRACKET
INSIDE ELEVATION
N.T.S.
(1) 2-1/2' X 3-1/2' 18GA
BACKER PLATE AT EACH
TERHEDIATE AND END HINGE
5/8'H X 22 GA
5/8' R -TRUSS)
2• CALV. STEEL TRACK
TRACK THICKNESS .083'
2' 20G0. STRUT ATTACHED
24 GA MIN EXIERIDR
./BAKED ON POLYESTER
14GA, DURASAFE 12 GA. DURASAFE
ROLLER CARRIER ATTACHED END H116E ATTACHED
TO R -TRUSS V/ (3) 1/4' x y/ (2) 1/4' x 5/B'
HEX HEAD SCREWS PER CAHEX HEAD SCREWS
g CFC -FREE EXP/
IALL STEEL ROLLER V/9' STEM - POLYSTYRENE 1NSOL
AND (1) RETAINER USED FOR (0.05
THREADED SHAFTS PER ROLLER!!:
-- -_-� ROLLER CARRIERS ATTACHED
TO END STILE V/ (4) 1/4' x 3/4'
-- HEX HEAD SCREWS PER CARRIER
3 5/0
• ) liA ' . 3/ '
HE
ATTACHED V/ X 1/4' x 3/4`
% HEAD SCREWS " SLIDE LOCK ENGAGES INTO VERTICAL
n TRACK ON BOTH SIDES 5/e' MIN
(SNAP LATCH, OR LOCK BAR OPTIONAL)
ATTACH V/(2) 1/4' x 3/4'HEX HEAD
o
SCREWS
TYPICAL DURASAFE END HINGE/ -3 1 PAouUCiR8VLw-D
N.T.S. `/ 0.&V C06Te Ihf Flo"
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0
IO LL STEEL ROLLER Y/9' STEM - 1{Y
ANn (I) RETAINER USED FOR
THREADED SHAFTS PER ROLLER /�
1 2'BATYPICAL BOTTOM BRACKET/ � T
J N.T.S
PRUIH)CT RLiVLS6D
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Product fi11ND1
INTERIOR OF GARAGE
MAX. VADTH 9'0"
DESIGN LOADS
+256.5 LBS/FT SEE NOTE 2
-303.8 LBS/FT
BY INSTALLER)
20 GA GALV. STEEL END STILE
ATTACHED WITH (2) 96 x 1-1/4'
83 14GA- DURASAFE ROLLER
CARRIER ATTACHED TO R -TRUSS
V/ (3) 1/4' x 3/4'
HEX HEAD SCREVS
CONT. VERTICAL JA)AB 2X6
SYP OR SPF
(NO. 2 OR BETTER)
ON BRACKET
A. ATTACHED
D 1/4' X 3/4•
HEAD SCREVS
LARGE MISSILE
MPACT RESISTANT
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:
+256.5 LBS/FT & -303.8 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED W TH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8" R -TRUSS PER SECTION AND
(1) 2" 20GA STRUT ON THE BOTTOM SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8, THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE
MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED
FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND
A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY
COILS WITH YIELD STRENGTH OF 34,500 PSI OR MORE SHALL BE
USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS
x
I LB DENSITY
R=5.73, U=0.17
V/(4)
SCREWS
KSI)
(1) PER SECTIOI
3 5/8'H X 22 GA (33 KSI)
GALV. STEEL R -TRUSS ATTACHED
V/ (4) 1/41 x 3/4'
HEX HEAD SCREVS AT EACH
END STILE, (2) AT THE
HINGE LOCATION, ANO (2)
BACK SKIN HIDVAY BETVEE
HI II
HINGE AND END STILE
(D 2. 20 GA (33 KSI)
STRUT ON BOTTOM SECTION
(10) TOTAL SCREVS
f EY I (f5( TO Of Bf1140I5 I DATE Y
A RMSED M1C 8 1/1/09 CBT
8 UPOARD To IBC 2010 11/8/11
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,000
165 CARRIAGE COURT VINSTEW-SALEM, MC, 27105 VVVAHARR.CO4
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
SHORT, LONG, FLUSH & OAK SUMMIT PANE
91MAM BY 01 DATE 04/16/01 1 DMWRO MW
6 1 (1108 BY WN1 DALE 06/03 IRC -1209-189-21-I
STET 1 OF 4
ARGE MISSILE
• • '
'
IMPACT
RESISTANCE
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arr
,000
165 CARRIAGE COURT VINSTEW-SALEM, MC, 27105 VVVAHARR.CO4
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
SHORT, LONG, FLUSH & OAK SUMMIT PANE
91MAM BY 01 DATE 04/16/01 1 DMWRO MW
6 1 (1108 BY WN1 DALE 06/03 IRC -1209-189-21-I
STET 1 OF 4
A
14 GA. FLAG BRACKET ATTACHED TO WOOD JAMB
W/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO
TRACK W/ (4) 1/4'-20 x 5/8 TRACK SPLICE
BOLTS AND NUTS 1
SPLICE TRACKS AT THIS LOCATION
W/ (4) 1/4"-20 TRACK SPLICE BOLTS & NUTS
SECURE TO JAMB PATH (3) 5/16" DIA. x 1-5/8'
LAG BOLTS
'1) 5/16" DIA, x 1-5/8"
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
12 GA. GALV. STEEL
JAMB BRACKETS
ATTACHED 4Y/ (1) 1/4"-20 x 5/8"
TRACK SPLICE BOLT & NUT
SEE (TABLE 2) ON PAGE 4
FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS
WOOD JAMB ATTACHMENT TO STRUCTURE
(1 1/2' EMBEDMENT)
P X 6 VERTICAL JAMB ATTACHMENT TO 2,000 PSI CONCRETE
HILTI KWIK BOLT 3/0' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 16' G.C. (1 1/4' EMBEDMENT)
ITW/RAMSET REDHEAD (TRU-BOLT) 3/0' X 4' STARTING 6' FROM ENDS THEN 24' D.C. <2 1/2' EMBEDMENT)
11 6 VIITICAI JAMB ATTACHMENT TO HOLLOW C-90 BLOCK
SIMPSON 1/4' X 3' MEN SCREVS STARTING 6' FROM ENDS, USE PAIRS DF FASTENERS
(3' APART) AT 8' O,C. 4 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4' KW1K-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' APART) AT 8' G.C. <1 1/4' EMBEDMENT)
P x 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK (2000 PSI GROUT)
HILTI SLEEVE ANCHOR 3/B' X 2-3/4' STARTING 6' FROM ENDS THEN 20' D.C. (1 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
RLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
»PREPARATION OF WOOD JAMBS BY OTHERS
PRUXKWF RBVISBD
117
Br
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HOLLOW BLOCK
STRUCTURE
1-1/2' MIN
3' MIN
4WODUCI'RRvL%D
an om*Y+DR.witb the Fkd&
HetKv Code
AoDeyW . Dlo 4-041 •f6t7
�1 mR1�1c�Ao-G1
AVAILABLE TRACK CONGGURATICRiS
Ia.&
GROUTED BLOC
STRUCTURE
{
4'
Y DESIR V OF FQILNDA6 I DAIS PY
RMIRD BODE 8 1///09 CBT_
UPDATED 10 NO 2010 12/5/11
AM ({ADAC CPTXM (0/28/13
0
m carr.unr+r� • CA
SH�I.�
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ESIGNE i (1
+57. LOADS 4,LL = • aa. a•rr o v
+57.0 PSF r ,a z
—67.5 PSF va /LJjfN; �a[r}yfi �9 :oma
SA�TnE1rtOAF � 09
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RESISTANCE FI rr''r••r%%r//��a,'i.✓+� ovN
OIL
169 CARRIAGE CGMT VINSTWI-SALEM, H.C. 2710.5 VVVANARRLW
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
MORT, LONG, FLUSH & OAK SUMMIT PANEL:
97E DW14 BY BIC DATE 01/16/01 1 mommm
B (NECKED BY M I DME 05/08/01 IRC -1209-189-21-1
S1FET 2 OF 4
WOOD
CUNCRETE
STRUCTURE
STRUCTURE
IIN
1/2' MIN
2-3/4'
2X6 JAMB
TYR
PRUXKWF RBVISBD
117
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HOLLOW BLOCK
STRUCTURE
1-1/2' MIN
3' MIN
4WODUCI'RRvL%D
an om*Y+DR.witb the Fkd&
HetKv Code
AoDeyW . Dlo 4-041 •f6t7
�1 mR1�1c�Ao-G1
AVAILABLE TRACK CONGGURATICRiS
Ia.&
GROUTED BLOC
STRUCTURE
{
4'
Y DESIR V OF FQILNDA6 I DAIS PY
RMIRD BODE 8 1///09 CBT_
UPDATED 10 NO 2010 12/5/11
AM ({ADAC CPTXM (0/28/13
0
m carr.unr+r� • CA
SH�I.�
g„ r '`�7 '' `zv
ESIGNE i (1
+57. LOADS 4,LL = • aa. a•rr o v
+57.0 PSF r ,a z
—67.5 PSF va /LJjfN; �a[r}yfi �9 :oma
SA�TnE1rtOAF � 09
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IMPACT E2 Q � a• �y
RESISTANCE FI rr''r••r%%r//��a,'i.✓+� ovN
OIL
169 CARRIAGE CGMT VINSTWI-SALEM, H.C. 2710.5 VVVANARRLW
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
MORT, LONG, FLUSH & OAK SUMMIT PANEL:
97E DW14 BY BIC DATE 01/16/01 1 mommm
B (NECKED BY M I DME 05/08/01 IRC -1209-189-21-1
S1FET 2 OF 4
INTERMEDIATE SECTION
�\ INTERMEDIATE SECTION
OPTIONAL SHORT PANEL GLAZED SECTION R -TRUSS AND STILE LAYOUT
N.T.S.
3 5/8' X 22 GA R TRUSS
ATTACHED V/ (2) 1/4' X 3/4'
HEX READ SCREWS PER STILE
R -TRUSS
R -TRUSS SPACER 5A
H.T.S.
A55' 6060 EXTRUDED ALUMINUM
,IMPACT INTERIOR FRAME
W/.375' BITE ON GLASS
MAXROLON POLYCARBONATE
MANUFACTURED BY BAYER
.055' 6060 EXTRUDED ALUMINUM
IMPACT EXTERIOR FRAME
(14) NB X V PHILLIPS
HEAD SHEETMETAL SCREWS
USED TO FASTEN THE ALUMINUM
INTERIOR FRAME TO THE
ALUMINUM EXTERIOR FRAME
SECTION B -B IMPACT WINDOW DETAIL
N.T.S.
GALV STEEL INTERIOR IMPACT WINDOW FRAME
GALV STEEL EXTERIOR IMPACT WINDOW FRAME W/S' BITE ON
27 GA. STEEL DOOR
24 GA. STEEL DOOR S
5/16' OVERALL
.1/8' CLEAR ANNEALED GLASS
.090' EASTMAN PVB INTERLAYER
1/8' CLEAR ANNEALED GLASS
MANUFACTURED BY GUARDIAN
EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME
2.3/16' X I/2' SCREW - USED TO
THETSTEEL�INTERIOR IMPACT WINDOW FRAME FRAME 70
3.11/64' X 1/2' SCREW - USED TO fASTEN DEC43RA71VE PLASTIC MOLDED
WINDOW FRAME TO THE ASSEMBLY
3 5/8' 22GA R -TRUSS
ATTACHED V/ (2) 1/4' x
3/4' HEX HEAD SCREWS'
AT EACH CENTER STILE
R -TRUSS SPACER
MAX.
LONG PANEL IMPACT GLAZING FASTENER DETAIL
N.T,S.
10-5/
18-1/8' DLO
PIll1DUCf 8&V►CED
s d•rhbfheFlo/id�
�14GA'
DURASAFE �JTERHINGEATTACHED T(4) HINGE
x TT A00lpm w IIID • S� 7
HEX HEAD SCREWS E
by Pdm cworm
R -TRUSS SPACER 5B
N.T.S.
IMPACT GLAZING FASTENER DETAIL
N.T.S.
GLAZING MEETS ASTM E1300-04
h
h
8' DLO
h
•3 • 3•
PIll1DUCf 8&V►CED
s d•rhbfheFlo/id�
�14GA'
DURASAFE �JTERHINGEATTACHED T(4) HINGE
x TT A00lpm w IIID • S� 7
HEX HEAD SCREWS E
by Pdm cworm
R -TRUSS SPACER 5B
N.T.S.
IMPACT GLAZING FASTENER DETAIL
N.T.S.
GLAZING MEETS ASTM E1300-04
TABLE I
DOOR �
HEIGHT
12' 6" 121
3"
18"
1 18"
18"
1 18' 18-
18'
68'
78"
21"
1
11'6" 121"21"
121
1 18"
1 18" 1 18"
1 21
m
TABLE 2
m"mm"mice-
124!'
13'
3"
14!'
27"
38'
46"
66"
68'
78"
127138!'.-.14
78'z --.l
88110
11-09
122`
134,. . 4-�
14'
S' 114!'
127"
38
46"
156"
68" 17&'
188"
11 ff 111
N'l
122"
1134- [146F
160"
ALLTRACK ATTACHMENT SPACING +/-2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY
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