HomeMy WebLinkAboutNotice of Acceptance MIAMI-DARE MIAMI-DADE COUNTY
14 Wall 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.sov/economy
Amarr Garage Doors
125 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 950 Heritage =k,-169-26,_tA_l—ed7:"
Steel Sectional Garage Door up to
16'-0"Wide(DP+45.8,-49.3 PS
APPROVAL DOCUMENT:Dt a ing No.IRde1950 Heritage&Mode1655 Oak
Summit, (24 GA) 1000,2000, Short,Lon ",sheets lthrough 3 of 3,dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and sealed by
Tomas 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 member(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#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA.No°1S-05U5.1�3
MAMI•DADECOUNTY Expiration
Approval Date:July 16,2015
10�ZOlS Page 1
I
v'
Amarr Gara a Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS "Submitted under NOA#13-0503.08"
1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24 I
GA) 1000, 2000, Short,Long,Flush and Oak Summit Panels", sheets lthrough 3 of 3i dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors,signed and
sealed by Thomas L. Shelmerdine,P.E.
B. TESTS '"Submitted under NOA #13-0503.08"
1. 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 No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,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 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R,
dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E.
3. 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
along with marked-up drawings and installation diagram of 9'x 7'24 ga Model 950D Heritage
with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 031.1.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.03"
C. CALCULATIONS "Submitted under NOA #13-0503.08"
1, Anchor calculations prepared by Structural Solutions,P.A., dated 04/11/2013,signed and
sealed by Thomas L. Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A., dated 02/09/2012,signed and
sealed by Thomas L. Shelmerdine,P.E. "Submitted tinder NOA#08-0718.03"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of coda conform naeto,thet5s'editiont(2014)�FBC'ann�o Fina ial interest
issued by Structural Solutions,P dated 04/08/2015,signed and sealed b as L.
Shelmerdine,P.E.
le
Garlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0505.13
Expiration Date: September 4,2018
Approval Date: July 16,2015
E-1
)
2.10 BALL
' 7.16 GA END CAP BENIN➢ STEEL 1//3'AIN 146ACENT RURASA)E
TOP FIXTURES ROLLER V/3'MIN STEM O CENTER WNGE ATTACHED GA FLAG BRACKET ATTACHED TO WOOD
NE W 1/4•x 3/4'
HEX NERD SCREWS 12 Gq XTURERA'T JAM
5/16 0[0.%1-5/0'LAG ACKBOLTSS AND TO
2'THICK— pp FIXTURE ATTACHED V/ TRACK V/N)1/4•-20 x 5/B TRACK SPLICE
ADJUSTABLE ROLLER CARRIER (A I/4•x 3/4•
MX
' HE BOLTS AND"'
ATTACHED V/(2)1/4'x 1/2' 7'16 GA END CAP BEHIND SCREWS A0.%ISTABLE SLIDE
12 BA GALV.CdD1ERCIAL BOLT 6 NOT PER BRACKET _; ,�.:": TDP AND BUTTON FIXTURES - BRACKET ATTACHED V/(2)
TOP ROLLER DRACKC7 t/4•x i/E'BOLT AND NUTS
ATTACHED V/N)1/4•x _ 5 1/2'[Bak R-TRUSS ATTACHED =
3/4•HEX FILAR SCREWS :i V 1/4'x3/4':.:.,..
PER BRACKET
• EACH CCHTER STIL `' _ $PUCE TRACKS A7 THIS LOCA710N
24 OA UPI EXTERIOR SKIN TRACKS
TYPILRL 70P FIXTURES r/BAKED ON POLYESTER FINISH _ SEd(I0.E 1�0 JNIB 1BTH(TRACK3)5/10'
NTS
LAO BOLTS
SCE(TABLC 2)DN PAGE 3 FORS TYPICAL BUR E CENTER HINGE 2 s
aEc➢wEx➢En SECTION caNFIcuRAnaxT.`fG1 S:� ) -s/e•TO
UO BOLT ARACHEO JAUB
'jr L'4.- ,/�'.... t•. 1 .,+- -- �""-'°'�l4 AT F0.JADE DRAGNET
PER ON -
4 A ;,N /±!il./. STILE STIFFCNERS(77 / f OA oALV.STEEL
LOCATED N HINGE NOLE(5) G ( ` 0 BRACKETS
DN TOP S[CiION QALY (TILN - A CITED W/(17 1/4-20
(TOP) _ 1(• SPUCE T&NUi
1exCT FOR STRUT
acD) T
ATTAFJWENi CIF STRUT F
E la REDIv , t
THROWN
s — p y v SEE(TABLE ON PAGE 3
NE
•[. c TYPICAL STILE STIFFER/c \ FRR JAN e CKET SPACING
N.T.S. J 5 I/2' GA (Y R-1RUTS)TRACK CON ON FOR O'B'UP TO 14'TALL DOORS
. + A H OALV.STE S ATTACHED
--. /` +, SCREVS)AT•EACH END STILE
REFER TO TABLE 4 W7 PAGE 3 SEE(TABLE D ON PAGC 3 AND(2)t/4'x 3/4'HEX HEAD
FOR STILE PLACEMENTS FOR STRUT SPACING SCREVS AT EACH CENTER STILE
HAX
(ID 3'2060.STRUTS
INSIDE ELEVATION ATTACHED Y/
43 1460."AS11FE ROLLER (2>1/4'X 3/4'
CARRIERS
ATTACHED TO R-TRUSS H.T.S. HEX HEAD SCREWS
V/(2)1/4'x 3/4•HEX 14 GA DURATAFE AT ENR AND CENTER
LEAD SCREVS PER CARRIER END HINGE ATTACHED S11LES IV RSL4P7i7i�Rl14DlTi DAR
V/(2)1/4•x 3/4'
HEX HEAD SCREVS CONT.STEEL RETAINER A 1JPRMl01D3THIDQSUIiIW&R711RfD a/IIJoa s(R
2'f0 HALL STEEL Y/BOTTOM SEAL
HURRICANE ROLLER 1(GA DURASATE TVO(2)ROVS Or D UDNEDIDOZ70 IDnIro we
V/9'STEN ROLLER CARRIERS ATTACHED THREE(3)VEHTS Ih•
TO END STILE V/(3)1/4'x 3/4' EQUALS I5 S0.INCHES C mSIUTIDeu0JlFC101 Dlh(PJ RR
HEX HEAD SCREVE PER CARRIER r—•-1A SFrT10N A-A (SIDE VIEYn
_._.. ( � NPRODUCFREVLSM
-- IJAX SRE {IIOIIIIff/ 5�
__ o �de Fit" Iu0mcrREvWW is X Ia'
a3 Don*)JN XYJIII f cBorWA DESIGN LOADSS� ema 5 C�F/oma 2u j
SLIME LOCK ENGAGES INTU VERTICAL �Ifa1i60 STWIJ reco1R +45.8 PSF Eiji `p�O��'V\G�N3F�90�:"
TRACK QV BOW
SITES
9/6'MN 33}•TOSO �' .-49.3 PSF k' �';2
ENGAGCNCNT(s NAP LATCH.DR LOCK OPTIONAL VENT DETAIL �!Q AD(�A(��–'7�— n m •' J(
5 12A%IS GA. (Y. • BAR OPTIHEAU p7TACH V/(27 1/4•x 6 Fart__# DD4�5 9 l
R-IRUSS)ATTACHED V/(4) 3/4-HEX HEAD SCREWS e7 w
1/4'X 3/4'HES REVS • ///---��� ftmm c wm H7 i.^q.1:F; S�T' Rio
TYPICAL Dl1RASAFE END HINGE I T ) ' p,'E); �� .
v
Ss ' STATE OF :""S M4
S NOUlDIHO 20 GA GgLV.STEEL END STILE 5/16•x 1 3/e•LAG LARGE MISSLE p/�`i/CA� QQ;•\`�\�, 2if
WFLE)aBLE SEAL ATTALlEO VI7H O)TOG-L-LOC CREW O)PER 7'I6 GA END LAP 8EMM0 IMPACT ,D i'�(L O ��
3 3/4'HIM (S1.R(•UED BY INSTALLER) TD DOORS SKIN AND(2) )NIB HRACICEi IUP AND BDT76N FIXTURES RESISTANCE g I�4jLSS%Q'•`••���\\\�
'1 SIDERUON (` TOG-L-LCC AT THE 70P AND 3.20GA STRUT EE
(7)20 AT CENTER STILES BOTTOM RAIL ATTACHED Y/ LARGE M f SSLE �FL
ATTACHED WITH ND X 1/4'%3/4' '''I•
7W-L-LDC AT THE TOP AND\ (1)7/LO"DIA. HEX TEND SENTER - _
HOTTDN kAIL ANO A➢NESIVE BOLT RETAINFA AT[NO AND CENTER _
TO INTERIOR TALE PER ROLLER STILETIMPACT RESISTANT S T A N T
� arr
-- 163 CARRIAGE CART VINSifN-SKEW KG 27105 VVWAHMRLOX
2'ID HALL BOTTOM BRACKET MOD81 OGO HBRTTAGB(24 GA)1000,E000
2"GALV.SJEEL TRACK STEEL HNRRIL 13
GA THICK A7TACN[0 MODEL 055 OAK SUMMIT(E4 DA)1000.FOOD
. .. ..c..;:.
...: ::i. ... _
21CIC THK%xlST•081 aLE
R Y/5'HIN STEN V/(J)1/4'X 3M' SHORT.NANO.PLUSH,AND OAK 6UMRIT PANBL9
HE)(NEAR SCREWS
5 Ve7(x IB GA.(Y caMT.vDTDCAL JANE RXs 9R DRRI Ri HJ DAR O3h7 [RA1F)!D HAE9i
1)1/4-20 x 5/B'TRACK SOUTHERN YELLOW PNE
SPLICE HOLT AND
MIT PER R-TRUSS) (NO.2 OR BETTER) B tTSFO®BY AIF DAR 03/II/N IRC-9 - -
JAHB BRACKET TYPICAL BOTiOH BRACKET 4
TRACK MOUNTING DETAIL N.Ls. ( sfEl t a s
N.T.S.
6
X
��
SPFCIELCMONS 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:
+366.4 LBS/FT & -394,4 LBS/FT
3.DOOR AND HARDWARE VALL BE DESIGNED,MANUFACTURED
AND INSTALLED VATH STANDARDS AS SET FORTH BY DASMA,
4.DOOR SECTIONS SHALL BE 24 CA.(.0216)MIN.EXTERIOR SKIN
ROLLED FORMED,V!/BAKED ON POLYESTER FINISH INTERIOR OF GARAGE
5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOYM.
USE(1)5 1/2"R-TRUSS PER SECTION&(2)3`200A STRUTS AT BOTTOM SECTION —+- MAX.WIDTH 18'0" -.-
6.DOORS OVER(4)SECTIONS REFER TO TABLES I AND 2
ON PACE 3
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED -�--
BY A REGISTRED PROFESSIONAL ENGINEER FOR VAND LOADS DESIGN LOADS1 I I I I I
' I
INDICATED ON THIS DRANO IN ADDITION TO OTHER LOADINGS. +38&4 LBS/FT SEE NOTE 2
& THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING -394.4 LBS/FT
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 VITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION •PRODUCT kfiV►SB4 .
FACILITIES. AND A NOTARIZED STATEMENT FROM THE rca7Plyilgwilh0lfOTil6fid� rcoa0tyingeldldkPlorfi
MANUFACTURER THAT ONLY COILS YATH YIELD STRENGTH OF CeEr NallddA6 !
PSI OR MORE SHALL BE USED
DADE A ft-.Ws
MAKE ODOR PANELS FOR ca7aroeJ
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE Am e.P„
1YodON 6TIsn P.r1Uc1
RY C£3tRPDW OF DEL&+WS OAF
JAMB A I IM TURF A kFRMT(ND 9OIFB 1D1i 87 htOSATm 0¢n1(0 S(M
B UDIEDAFB4`2T0 IpnBnl DRC
M X 6 L�RT1CAi MM8 ATTACM4 HT TD VDDD FRAME STR R:TORE C fOfBS[{ttTDSAfOf${tH p Sn)RR
Lr 6,X-3 LAG SCREWS STARTING 6 FRONDS THEN J2 OC-<k-J/2 £HBEOHENA �.
VERTIC,$j,_,IANB ATTAf�HH[Ni TO P„,QO�Ci f.DNCRETF
r, HILTf KVJX BOLT 3f8`X 4'STARTING 6"FRON ENDSTFZN 24 OC.(2.d/2!1,EMSEDMENM '41:7 L!'+
MLLT[SLEEVE ANCHOR 3/8 x%2�/4 START[N0 6FROH£NDTHEN y2.OC''O`1/4 EHHEDHENT) '"/
)?"NLOEAD IT.V/RAHSET�REEADDH3 3/8';?'K 4 STARTJNGJ FR ENDS THEN 22X1) 1/2_EMBEDMENT)(TRU BDLT .8 PSF E �e�_�teQ,••G'E%+j'$•• /n �O d�
(3'APART)AT.8'D.C.(I L/B•EINI OHENT) ^49.3 PSF F'•, ,d�
HILTI 1/4'X 2-3/4'KWIK-CON TN SCREWS STARTING S'FROM ENDS,USE PAIRS OF Z;a�• 0448 .2�+ z
FASTENERS(T'APART)AT B'BC.O 1/4'RIBEDHENT) c`
+1, P%b VERTICAL JANE ATTdCHNENi iD GROUTED C BLOCK K(00D PSS +RO Y) *!J
.,� HILTI SLEEVE ANCHOR 3/B•X 2-3/q• STARTING 6'FROM ENDS THEN 14'O.C.<I 1/4' •q)•If
-.�.
EMBEDMENT)(2R,USE FASTENERS FOR ligLIAV C-40 BLOCK) LARGE IIISSLE 10%..'.'s
t 'TATE OF "141'^
.LAGS AND DOLTS CAN BE CO K TO PRD A FLUSH HOUNTING SURFACE. IMPACT a; p
6ti3 �` ul $PREPARATION OF W048 J 07HERS,.a...-- RESISTANCE C X0(3\�•'•�N�•e'�" +y
= I s Ja rfOoSJ .. ` 2
# WODn .CUNCR£T6 NOLLDW SOCK /TIrq N��iiip`
S tr 'not £ STRUCTURE STRUCTURE 6R0U7EII SE
W= SPOUTED
FL
TURa7
I I �� _ 1„_� 16S tAARiAGC GOfAtT WWSIDRRALEN,NG 21f0.3 WVVAVARB[6N
HIN x'2.-3/4'MDI 1-1/2'MIN 4' MODEL 060 R2RITAGB(24 GA) LODO,2000
6 JAMB MOM 866 OAK SUMMIT(24 GA)1000,2000
,•yl SNORT,LANG,FLUSH,AND OAK SUMMIT PANEIS
AVAILABL TRAC. CONFIGU DNS VIEJ WMBT OU UTE,IMl2145 WAMUM
N.T.S. 6 I con By m om topyaI IRC-9516-169-26
SIRT 2 CT 3
!
TABLE I TABLE TABLE 2
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION .$.0.
• (Wo. Ir..Uft lidN)
EIGHT CONFIGURATION) TOP vfm DOOR SECTION HEIGHTS
H "I'lly- 447 a' 4" 1 "' as "I HEIGHT BtM A2 #3 #4 #5 1 #6 #7 #8
wwrzmw H (4) , m fo 0.)
1010 Shod 252til 411409 71.694 94.782
IVA L.V W=61 WWO
MM� --
-guy-
8-, gms m000 6
r.6 s" 25.6x4-48.612 72m=o- MAN itax 21" 21" 21" 161 19' 21"
S' lae 21" 21
--38-11Z' 59112"
/0 761/2"
t<
J&
17.25649126 MOM WAIS M760
ZEE Lag 0 BeaO 24 9,376 • -----------
4112" 7' 171/2" 351/2 531/2 71112" 881/2' z LuIgI 27.163 W.084 73,000 MUM II&M I2`6 21" 19' 18" 19' 19' 19' 18' 21"
IZ;2 BW 27126 49.00 23j= M938 IMAM
tZ,
Is A
Uri xyls
IZ14' 1- 2&16561.099 7400 W915t19.832
41/2" 7" 141!2" 321/2" 50 1/2" 68-1/2" 861/2" 100112" Btal 25.=49.8131 7000 MISS 1743751 1 11-16' 21",21" 21" 16'119', 18" 21"
12;6
28.340
m rAW 76.00 M330 1216601 1 - .7 --*,-
_47.
LO tW 27.M 61.170 75.070 00.630 In--- m N t
76 AM
28326 60.46776.OM W438 W21875
10, 41 7" 171/2" 38112" 59112" 77112' 951/2" 112112" 2s a 6/870 Q - F-m-D Tam--lz&Iw 196' 21" 21" 21" 21" 21" 2V
Z8�W-6270-0-WO-0-0 -00-W-12-38W
i-I ms2s w.35 7a-wo jaws 12-073
11' 4112", V 171/2",351/2" 53112"1711/2". 89 1/2' 1071/2" 124 1/2" -wort-22.60062-.- WZTWO--lr?-60 f2-6-5W
96' 21" w w, w le, 21"22W 77. 0.9W 24.=
mm M12A 2'i%r2=--"-ZW TO-IM
1/2" 591/2" 801/2" 1011/2' 119112" 136112" M
:7. slat MOM m" N056 io3000 We=
12' 41/2" 7" 171/2" 38 NI ars O-
U�-13 16Q 1"W I—
l3'i2- ShM 293%54.%0 MOO IDOW IT V' 2V,21" 21" 19'.21
ITp L� 3t.2W MAW 79.000 109.9W 12290-WWO
13' 41/2" 7" 17112" 381/2" 59112' 77112" 95112" 113112- 1311/2" 148112" 17,2 Bd 2at25 53,5W 79A0 16F4-3-8 in.87
BaM 105.60013.
WX L� 29morA.wo mcoo imioo-fx--m
14- 1)7 13'.4 BW 28,025 54.313 80"D IMUS 131.376
101 1/2"' 122 1/2" 143 I/Z'I 160 11Z' -rF.r SW 291WO 66ADD 030 IMOW-13-2-9Z W w
A
41/21 138 1/2 59 11Z',80 VZ
Wom-3rg-w ft= 16KRU T3-i2ou
47=6 0-1 29.125�00 81=1 102!00
MIWA-76
,is 6wi 30.mow.4col azwo 107.000 I33.I66 ------
aWD101.376132-260
1313 BP2a 29.625�1385W 108.188 134.376
Sh.4 31.W-6130-3-8-2.W W8.713 3L4811 I
_LT SXWO
�LIQ L� 31140 51J70 103830 134.664
TABLE 3 1si f0 Bead =125 W= IMIA) 103.438 135.8
I4':0 aot ZILM 67383 81938 110.113 i�M--
4ME rt
DOOR TRACK ATTACHMENT ISPLICE 14-6" -a--3415 5'?.3'13 ORRO WOW IMT375--
HqQi& 142 A DOM
J
K L M N S 145- G;i 33340 6&173 MOM t1o"o+36. B lumpriomo.
00 7- t,1:2 ftW 31.I25 WOW W.= Iftme 138.676
If, WWI 32.3435&163 asma 112J13 1 488
-.34060,170 8000 MAN 137.6W
7- -14", 27" 3W. ms68,coo limsa 14"76
Shat 22.18II59.W 6-6-ZV'W4-.013 141.00 MAX SIZ� is#
Ice �3wmm7
a stmo 112.6mi 135-660 MODUCfREVRIED 16'x t4 S;Z
owfl),hwwiIhdwFkd,4 tr4k .11
Cb& t d
8! 3" W 27' 38!' 49' 513" 68" 78" 747-6 Y2-.125 59.M M-M 114.438.10M DESIGN LOAM
I4V8 SW as 60. -05-M 116.3614MO
+S.BPSF
m -49.3 FSF
61.263 00.06 116.61a 14c2sa iag 0485
-aw-967W uUm
IMM ce,
3" 14" 27" 38" 46" 66". 68" 78" 88" Ivv LorV 14'110 stat nWD45.6W 6?X0 89.= i10.100132400-I&M-0 �t*
7791 33.$26 OL003 894W 11OLMS 144-876 PWAXI
:91&0 Shul W.93a ems aa.mB ilkm m.&m
T!7;-
881, 1001, 112' o SF9M-40M VWW MOOD 111.70D 131400 15&100 STATE OF
- 09 T-3-- LAF
SW 31 K Q 95mr 1115,188 14S.M
N 1)213 14
10' W 14" 27" 38" 46" 56" 68" 78" 1 H *�
ISE
V-02 SW 34�W 62.W3 W0 IMPACT 02
-42-:2:-.-a Taw OF grzo F12'-'70,0=13400 T5-G.ID0 RESISTANCE '4LO
PROLViCTREVISE11) ........"k,\
tI&4U 147.8
TF 27" 38" 46" 56" 68" 78" 88" 100" 110" 124!' -fG-r T8,0-W 63.OW ?O.ZQ 104VO i3O.qw?5 MIMI At-
11' 3" TY-2 5T�1-25-SM-Vl-,W0 gg
T45.67-5 47.260 ftM W-OW lIC376 M mamc.& FL 1 on INI 5 111
um awoi2o.60 lCi.376 Atocotaftm
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