HomeMy WebLinkAboutProduct Approval RECEIVED JUN 04<,2p13 FIL y
M IAM I•DADE t►•I1Ai1II-DARE COUNTY
e PRODUCT CONTROL SECTION
11805 SSV 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOIIIIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)•315-2599
NOTICE OF ACCEPTANCE (NOA) -.nnv.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 hi 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 300 000 Steel Sectional Garage Door up to 91-
0" Wide with Impact Windows _
APPROVAL DOCUMENT:Dr ing 1o.111C-t2q9._189_,::21-1 �Tvlodel#1200 Heritage&Oak
Summit 3000 Short,Long,Flush id O immit Panels",shee rough 4 of 4, dated 05/08/2007,with
revision C dated 10/28/2013,prep •ed by Amarr Mrs,signed and sealed by Thomas L,
Shehnerdine,P.E.,bearing the Mia '-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 perfonnance 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#12-0228.03 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.
/ NOANo. 1 -01141
MIAMi•DADE COUNTY Expiration :September 6,2017
Approval a
F Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
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
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.
Stibnaitted under NOA #1.2-0228.03"
3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 &ASTM B117,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 #12-0.228.09"
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 un der 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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.14-0414.10
Expiration Date:September 6,2017
Approval Date: July 31,2014
E-1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
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#I2-0228.03"
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 raider 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 confomm c to 201 BC. nd no financial interest issued by
Structural Solutions,PA., dated %24/Z01�};sig d and sealed by Tomas L.
Shelmerdine,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 14-0414.10
Expiration Date:September 6,2017
Approval Date:July 31,2014
E-2
2• 12 GA COMMERCIAL
12 GA GALV.COMWRCIAL V IO BALL STEEL ROLLER 24 W HI N EXTERIOR SKIN OP.FIXTURE ATTACHED V/CQ
TDP ROLLER BRACKET V/9•STEN AND O)7/16' NW DURASAFE aIBAM O`1 POLYESTER FINISH V4•a 3/4•HEX HEAD SCREWS
ATTACHED V/N)I/1•x 0.T RETAINER USED FOR e CENTER N]NGE ATTACHED Ai EAH END SIDE
3/4•HEX HEAD)
THREADED FASTENERS V/U)V4• 3/4' 14GA.DURASAFE AD.ASTABLE SLIDE HRA(XE7 AIRS
HEX HEAD SCREWS ROLLER CARRIER ATTACHED E H DURASAFE V/t2)1/4'x(/Y BOLT AFOI RUTS
PER BRACKET TH R-TRUSS W(3)1/4'x 3/4' HO HINGE ATTACHED
HEX
HEAD SCREWS PER CARRIER HE 4>DS WS
HEX MCAD SCREWS TDP SECTION
3 5/B'H X 22 W tl3 NS77
I GALV.STEEL R-TRUSS
O
CFC-FREE EXPANDED ATTACHED ON TOP FIXTURE
(1)3 5/8'X 22 GA R TRUSS 2'1D BALL STEEL ROLLER V/9'STEM PDLYSTYRHC INSULATION W/(2)1/4'x 3/4'HEX HEAD
ATTACHED V/(2)1/4•X 3/4' AND CD RETAINER USED FOR Cass PCF) SCREWS AT EACH STILE,AND(2)
HEX MEAD SCREWS PER STILE 3 3/8.22W R-TRUSS THREADED SHAFTS PER ROLLER IN BACK SKIN HI AT BETWEEN
ATTACHED W(2)1/4•%--t CENTER AMID[ND STILE
3/4•HEX HEAD SCREWS
• AT EACH HINGE 1416k DURASAFE
NO
CARRIERS ATTACHED
CAL TOP FIXTURES HMHEAD SCRCVS PERI/CARRIER♦' CFC-FREE EXPANDED
!T- 51W 22GA R-TRUSS i LH DENSITY
OLYSTYREME INSULATION
L DURASAFE CENTER HINGE V/C
ATHED
C•• HE%HEAD'SCREWS
I/4'x 3/4•
WS SLIDE LOCK ENGAGES INIn VERTICAL 8.173,
TACU•OI7
TRACK ON BOTH SIDES 5/8'HIM
(SNAP LATH,OR LOCK BAR OPTIONAL) 1�CSCREWS �HINGE
—A
ATTACK W(P)1/4•x 3/41HEX HEAD R PROOUCITREVISPD
TYPICAL DURASAFE END HINGE: i tl witb LW Fb"
1 'R;(y J Cha 0, (U PERS 22 G
2.2060.STRUT ATTACHED V/ BWdI((p Ebur 3 LV.S X 22-I 03 ASD
_ )I/4'X 3/4'NC%MEAD SCREWS w GALV STEEL 3/41 ATTACHED
A EACH END STILE.CENTER STILE, W(4)1/4•x 3/4'
4 f f r r ,� AND O BACK SKIN MIDWAY BETWEEN D �- 17 NEX HEAD SCREWS AT EACH
A CENTER STILE AND END STILE CHID STILE.C2)AT THE
E HINGE L13CATIQL AND Ca
.✓ �'. '`6 .t:! I :•^ - y , ✓. l ,{ r i'.C�, , .�11d1)q G)1G0T HINGE ANDKIENDMIDWAY
STILE BETWEEN
BOTTOM BRACKET
. 13 W ATTACW/CHED
C - BEE CTpBLE U 0)7 PAGE 4 fOR � /�//f � HEX4HEAD,SCREWS <U V 20 GA(33 KSD
REC[RUIENDED SEL710N COlD'IGURATION y f '1 E.10 B STEEL ROLLER V/9•STEN LARGE MISSILE ��TA BOSTON SECTION
,,tom fir.. OW TOTAL SCREWS
f "� f�•� �y�y �I` t� 4�{ �/ �, � T T FADED SHAFTSPERSR0 1.
IMPACT RESISTANT p°1rAtCHiEn� LKET
TYPICAL BOTTCIM BRACKET!e \ WC4)I/-x W4'
N N.LS `C - o HEX HEAD SCREWS
/ C(1YI.ALIAlIRUN R TAMER
\ /L /I _} ` l -+r J �•'Y' V/EMO HTM SE
TIOEC (SIDE NE4n
SPECIFICATIONS AND NOTES 0 WNTON OF M=
A KTL4D AnIE 0 1///09 [HI
s.{•i ')' ` - r-.I �� =i (} 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL a WOADDTDIHC201D 17/5/11
TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL
JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF C IDOFDRAIDICOP8p6 10/18/13
I INTERIOR OF GARAGE THE LOAD TRANSFERRED FROM THE DOOR. a"
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: m •"'.. "'
A MAX.VADTH B'0" +256.5 LBS/FT & -303.8 L8S/FT Q •'
54 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED M512E
AX �<q�(y�•�'.,
9,_0•Hnx AND INSTALLED NS STANDARDS AS SET FORTH N. EXTERIOR
;,O Jf Fhlo��� , '. •D
DESIGN LOADS
4.DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN dLL •2 '.
+57.0 PSF ^ r' -6
IDE ELEV DESIGN LOADS ROLLED FORMED,W/BAKED ON POLYESTER FINISH -675 PSF da. � SND. 8679
; � �
N• +256.5 LBS/FT SEE NOTE 2 5.DOORS UPTO 7'0" HIGH CONSIST OF(4) SECTIONS AS SHOWN. a G ITa 8
-303.8 LBS/FT { � ..
USE(1)3 5/8' R-TRUSS PER SECTION AND �� � 3>
STAT OF
(1)2' 20GA STRUT ON THE BOTTOM SECTION g461
3
srpP 1<OULOINO 6.DOORS OVER (4)SECTIONS REFER TO TABLES 1 AND 2
3 3/4'HIM O)2-1/2'X 3-1/2.18GA W/FLEXBIE SEAL ON PAGE 3 LARGE MISSILE �+
�l SIDEROOM BACKER PLATE AT EACH SUPPUED BY INSTALLER) •'�' 0 :' • 3
INTERMEDIATE AND END HINGE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED IMPACT V
LOCATION BY A REOSTRED PROFESSIONAL ENGINEER FOR WIND LOADS RESISTANCE g'"FL Q2TTA HEDLWITH C2)16 171 %4' INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
SCREWS B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING ry-y+�+
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS l4!/
5/16'x 1 5/81 LAG
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
SCREW(1)PER 13 1460.DURASAFE ROLLER CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
JAMB BRACKET CARRIER ATTACHED TO R-TRUSS 165 CARRIAGE COAT WINSTON-SALEM,NC. 27105 VWAINRRCm4
V/d)1/4'x 3/4' E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
HEX HEAD SCREWS THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MODEL #1200 HERITAGE 3000
*C35/0V
Y CALM STEEL TRACK MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST MODEL #1200 OAK SUMMIT 3000
CI)1/4-20 x 5/8- TRACK THICKNESS.003CONT VERTICAL JAMB 2X8 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED HORT, LONG, FLUSH & OAK SUMMIT PANEPLICE BOLT AND MISYP OR SPF FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND
JAMB BRACKET TRACK MOUNTING DETAIL (Na 2 OR BETTER)
A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY Sa ORAYi BY BIO DALE a IB T [RATAiC NM1RX
MTs COILS WITH YIELD STRENGTH OF 34,600 PSI OR MORE SHALL BE 1j am BY "I OAIE D)/(8/07 IRG-1209-189-21-1
USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS
f NOTICE OF ACCEPTANCE. gm i OF 4
W00 T TO STRUCTURE
,grr6-X 3'LAG SCREVS STARTING 6'$RDH ENDS THEN]B'O.C.Q I/2'EMBEDMENT)
`�,x 6"VFRTTCAL-IAMB ATTACHMENT=TO 200IYESI^CUNCRETE�c.-� -
HILT!KVDC BOLT 3/8X 4 STARTING 6 FROM ENDS THEN 24'O.q-(2'1 2 EMBEDMENT)' -`'�
-I ILII-SLEEVE ANCHOR.'3/8'X 2-3/4'^STARTING-6LFROM.ENDS_THEN.16'_QC.U 1/4 EMBEDMENT) j
ITW/RAHSET"E 'BOLT)-3/8`X 4'
-.STARTING ROM ENOSrTHENa24 QC�(2=1/23..EHBEONENT) J
l—�.?X 6't RTH:At IAMB-AT
TALHM NT`Ttl HOLLOW-C=90 BLOCK-
SIMPSON 1/4'X 3'TITEN SCREVS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS
12'EMBEDMENT)
HIL
FASTENERS 0'APART)AT B'QC.<3 1/4'EMBEDMENT)
ZJL§VERTICAL IAMB ATTACHMENT TO CROLrtED C-90 BLOCK(2000 PSS Gn G.c
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'O.C.(1 1/4'
EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK)
:LAGS AND BOLTS CAN BE COUNTERSUN VI FLUSH MOUNTING SURFACE.
:PREPARATION DF WOOD JAMBS BY S
WOOD _ CDNCRETE y--� HDL V BLOCK GRWTED BLOC
14 GA.FLAG BRACKET ATTACHED TO WOOD JAMB z STRUCTURE " S7RUCTUAE'—'T STRU RE STRUCTURE
W/(3) 5/16 DIA.X I-5/6'LAG BOLTS AND TO
TRACK W/ (4)1/4-20 x 5/8 TRACK SPLICE W i -
BOLTS AND NUTS
. 1
e ......... w 1/2'MIN -3(4'.MIN 1-1/2' N 4'
2X6.9AHB="_
TYP. 3'MIN
SPLICE TRACKS AT THIS LOCATION
W/(4)1/4--20 TRACK SPLICE BOLTS&NUTS
SECURE TO JAMB KITH(3)5/16-DIA.x 1-5/6-
LAG BOLTS _
PRWUCEA6•V13ED
mmlglyi+gwd6tlleflaid9 REV f6aRIKNaFtK40t8 OAR
A(d1&mcok A R714D WIE8 1/J/W CBT.
-- waplw6e ao f.-JD 7 B UPoM TO RIC 2010 121SPI
C AM aim ceom 10RBN kR
BY I
Pmhw 6:.trui _ .........
I LAG B T ATTACHED TO JAMB y •4�SH �� _�
- � 8 AT EA. AMB BRACKET i 1 9'x 14' �• •,� •�•• 2Q
j _ VVV
DESIGN LOADS `4,z O / -•
12 GALV.STEEL i ,• �• oA 679 -
(SP JAM BRACKETS -87.0 PSF w c • / z�
-87.5 PSF
THROUGH '- ~, � ATT HED W/(1)1/4-20 x 5/8- e3'
`--- TRA SPLICE BOLT&NUT 6 TE CF a
LARGE
MISSILE ••••.�/'•• •-• v``
IMPACT E.n •.,,alVAL�. V
RESISTANCE T (lryA����j'
2 V
✓.., '" ! - y 163 CARRIAGE COAT WIMOT SALEK M. 27109 WWA VOLU I
MODEL #1200 HERITAGE 3000
SEE c E 2)ON PAGE 4 t MODEL #1200 OAK SUMMIT 3000
FD HB BRACKET SPACING �JJ t' SHORT, LONG, FLUSH & OAK SUMMIT PANG
ACK CONFIGURA R 6'6" UP TO 14' TALL DOORS SIS DDAIBDY BD DALE 01/16/07 MAW ww
B I LHI08BT =1 DAR 05/0007 IRC'1209-189-21-I
N.TS MIT 2 a 4
055'6060 EXTRUDED ALUMINUM 38k MAX.DLO
IMPACT INTERIOR FRAME CSO B8 X V PHILLIPS
TOP SECTION /W/.375'BITE ON GLASS HEAD SHEETMETAL SCREWS
USED TO FASTEN THE ALUMINUM
UI'MAXROLON POLYCARBONATE INTERIOR FRAME TO THE
MANUFACTURED BY BAYER ALUMINUM EXTERIOR FRAME
MAX. DLO
INTERMEDIATE SECTION
1/8'X 1/8•CONTINUOUS
.055'6060 EXTRUDED ALUM]" G"5 78)HOT MELT SEALANT
IMPACT EXTERIOR FRAME MANUFACTURED BY BOSTIK MIS PANEL
SECTION B-B IMPACT WINDOW DETAIL
N.T.S. +'
18-1/8 DL = —,
;!
N.T.S. Ff /l
.133•GALV STEEL INTERIOR IMPACT WINDOW FRAME .30-5/8' DLO
Y..y�' rJ n •
3 /
�� _ .033'GALV STEEL EXTERIOR IMPACT WINDOW FRAME V/.5'BITE ON GLASS : I"1 {'ysJ ¢�] /; f
TOP CECTiGN //^-/� E f E 27 GA STEEL DOOR SKIN • ���, (,y ( 3. !
"�!1 OCI3RD EVXTEWOR VIN 0,7E F77a -
'F J Pa"T 1 L E V RA 24 GA STEEL➢UDR SKIN f /!'
5/16'OVERALL IMPACT GLAZING WTENER_D' L
1/8'CLEAR ANNEALED GLASS
EASTMAN PVB INTERLAYER N.T.S.
,s / ��` / I/8'CLEAR ANNEALED GLASS GLAZING MEETS ASTM -04
:. —
SUREB6YD SB-190 .
INTERMEDIATE SECTION STRUCTURAL ADHESI 3
5B
A169'EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME RLY DE WTM OF R11M DATE
A Ism ROILS 1/1/09 C81
2 3/16'X 1/2'SCREW-USED TO B UPDATED i0 FBC 2110 11/5r I
FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO
/ THE STEEL INTERIOR IMPACT WINDOW FRAME.
5.11/64'X 1/2'SCREW-USED TO fAS7EN DECORATIVE PLAS7IC MOVED C ADO CUNEG OFM 10/28/13
WINDOW FRANE TO THE ASSEMBLY
• • Jai
1-11
SECTION C-C IMPACT WINDOW DETAILSH&fj•�.''r �•• 2
i
PTIS
OOEL GLAZED SECTION-R-TRUSS�ND_STILE LAYOUT N.T.S. 8'X 14' Cw'4• �7 e
NT .NAL SHORT PAN
DESIGN LOADS�� ��• •• '� '�
7.0 PSF
-6 •• ,Nps 679 &
-6Z5 PSF
®
CENTER HIIIGE ATTACHED V/(4)1/4' 3/4' �-S' ' •i P .Ra
HEX MCAD SCREWS
3 5/8.22GA R-TRUSS `- 1] :• C
3 5/8'X 22 GA R TRUSS ATTACHED V/(2)1/4' LARGE MISSILE E� •,%/0���� • �
ATTACHED V/(2)1/4'X 3/4' 3/4HEX HEAD SCREWS IMPACT
HEX HEAD SCREWS PER STILE AT EACH CENTER STILE RESISTANCE € F L ...• 9m
�7C,//Ky�Y�t/�Y�1s�s�'•
PAOWC2'AEWLYPD 1 `�
a4omvI)i11gwittl"Fkd& 163 CARRIAGE COAT VIRSION-SALON.H.C. z7103 VVVAHM=CH
R-TRUSS SPACER ti, n MODEL #1200 HERITAGE 3000
R-TRUSS SPACER ! MODEL #1200 OAK SUMMIT 3000
R-TRUSS SPACER Fy SHORT. LONG, FLUSH & OAK SUMMIT PANE
N.T.S. 5A N75,RUSS SPACER rJB Pfo&jnc.oatRli
4(E OAAIY BY OO OAIE 61/16/07 fRAAOiG R11BER
B QKOlm BY =I DAIE 05ASIm IRC-1209-189-21-1
9EC1 3 OF 4
/lvl
GG
CN RS
TABLE 1 TABLE 2
DOOR SECTION HEIGHTS DOOR ISPLICE
HEIGHT Btm #2 #3 #4 #5 #6 1 #7 1 #8 -B C D E F G H I J K L
�4 0 21 2171- Ull-'t� 77���* I
21 -217+21 -2' 1
.21 5
43J.Z, 5�,!- 4p*.!-.%.- _X4'
70
13'6' 21" 21 21" 21" 21" 1 18" 21" 7' 3" 14`127' 38" 46" 66" 69' 76'
14"4
-7
81
A all
T:W-*�z ,21, Y --2-. 4-� 56..::9$,
12'6" 21" 18" 18" 18" 18" 18" 18" 21- 8. 3" W 27" 38" 46-
21" -211 .18111 1",
-A
-1 2 -2 -12 i8g":
I V 6" 21" -21" 21" 18" 18" 18" 21" 9 3" 14" 27" 38" 46" 56" 68" 78" 88" 100"
'8 0814% 6 .�
81AK A
78K,.8
W -1-4-
6
10'6" 21 21 21 21 21" 21". 10' 3. 38" 46' 56" 8" 78'.88-1100- 112"
--2
.18,'�-718" '387;Ag...'.,
D F
'3 5'5
_3 3 56
3
3 5
96" 21" 18" 18" 18" 18" 11' 3" 14" 27" 38" 46' 56" 66- 78-188- 100-110t, 124!'
�-.27
-$8_,'7
120":�
R86" 18"' 21- 12' 3" W' 27" 38" 46" 56" 68"--78" 88" 100"110"122- 136"
1 8,
or 126 -88";100' --
-21
8
W. -1
'0010
_,8 3-114!'1 114!' 122" 134' 148"
7'6_-18'-' -18" J.8--18'-- 13'
-154 1
-114 -gT, -
ii, P I -�434 1.4
-43� P" 272 1-38!
'211 .11 IT!-
.4
C-6`6-- 121" 8 27"138"146' 56"f 114"192-134-114 '1 160" 1
ALL TRACK ATTACHMENT SPACING+/-2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY
JU =Wn CF KVM DATE
I/l/03 cu
B DIMMED 10 MC 20 12PAI
C I;MDAM WM 10/28/13�8
.......... J2
Sg
9'x 14�
as
DESIGN LOADS
+57.0 PSF WLL
., Na.48
-67.5 PSF 15
E- a OF
A%
LARGE MISSILE
ARG
IMPACT
RESISTANCE e'F ......... C�
ritooucrnvma AnmT
17 MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
3ade m- SHORT, LONG, FLUSH & OAK SUMMIT PANET-S
SKI DRAW BY NJ DAR 04A6107 MJAW IAACAF
cffoo By 9m,DATEmWw IRC-1209-189-21-1
IME 4 Cf 4