HomeMy WebLinkAboutNotice of Acceptance MIAMI�DADE MUM-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) _-----------, MM.miamidade.sov/economy
RE i
Amarr Garage Doors dba Entrematic
165 Carriage Court ` D E C , 5
Winston-Salem,NC 27105
r le C 100,', Permitting
SCOPE:This NOA is being issued under the applical�e- es-aud-regul 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(AFU):
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 AHD 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 productis 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&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to
16'-0"Wide with Impact Windows(DP+45.8,49.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9516-169-26-G,titled"Model 950 Heritage&655 Oak
Summit(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets I through 3 of 3,dated
03/12/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E.on
10/03/2013,bearing the Miami Dade County Product Control renewal 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 Mind-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.
UJINSPECTION: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 renews NOA#17-1010.08 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.18-0725.03
�nar+wwoE courm Expiration Date:October 10,2023
Approval Date:August 30,2018.
� Page 1
Amarr Garaee Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous NOA's
A. DRAWINGS "Submitted under NOA#13-0813.22"
L Drawing No.IRC-9516-169-2&G,titled"Model 950 Heritage&655 Oak Summit(24 GA)
1000,2000,Short,Long,Flush and Oak Summit Panels", Sheets I through 3 of 3,dated
03/12/2013,prepared by'Amarr Garage Doors,signed and sealed on 10/03/13 by Thomas L.
Shelmerdine,P.E.
B. TESTS "Submitted under NOA#13-0813.22"
1. Addendum to Test Report No.ATLNC 0320.01-13,prepared by American Test Lab,Inc.,
dated 07/16/2013,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)Forced Entry Test per FBC,TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of Amarr 16'x 7' 24 ga steel garage
door Model 950,prepared by American Test Lab,Inc,Test Report No.ATLNC 0320.01-13,
dated 05/01/2013,signed and sealed by David W.Johnson,P.E.
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 Na. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
"Submittid under NOA#13-083.08"
C. CALCULATIONS "Submitted under NOA#13-0813.221P
1. Anchor calculations prepared by Structural Solutions,PA.,dated-07117/2013,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
1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA) for
their "Saflex Clear and Color Glass Interlayers" approved on 06119/2014, expiring on
05/21/2016.
F. STATEMENTS "Submitted under NOA#15-0505.1611
1. Statement letter of code conformance to the 5*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.
lAee rz-3 7,0
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.18-0725.03
Expiration Date:October 10,2023
Approval Date:August 30,2018
E-1
Amarr Garaze Doors'dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. Evidence submitted under NOA#17-1010.08
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None
D. QUALI'T'Y ASSURANCE
1. .Miami Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA)
for their."Saflex Clear and Color Glass-Interlayers"approved on 09/0-7/2017,
expiring on 05/21/2021.
F. STATEMENTS
1. Statement letter of code conformance to the 61h Edition(2017)FBC,issued by
Structural Solutions,P.A., dated 09/11/2017, signed and sealed by Thomas L.
Shelmerdine,P.E.
x
�F,f23�24/8 `
Carlos X Utrera,P.E.
Product Control Examiner
NOA No.-18-0725.03
Expiration Date:October 10,2023
Approval Date:August 30,2018
E-2 .
r 10 BALL
7'16 GA END CAP BEHIND STEEL HURRICANE 14GA.DURASAFE
TBP FIXTURES ROLLER V/5•NW STEN CENTER HUGE ATTACHED
V/(4)1/4•x 3/4• 2•THICK- 12 CA CMOMMAL .MMB FLAG BRACKET ATTACKED TO WOOD
HEX HEAD SCREVS �F)XTUI�ATTACHED V/
(4)1/4•x 3/4•IDC%HEAD TR (3)5/l( DU.%1-9/8'LAG ACCTS AND TO
p8h15TAOLE KILLER CARRIER 7.16 GA END CAP BEHIND 1,•= SCREWS ADJUSTABLE SLOE TRACK V/<4)1/4'-EO x S/8 TRACK SPLICE
TOP ACID BOTTOM FIXTURES c BOLTS AND NUTS
ATTACHED V/(2)1/4'RAC x 1/E' _ `{ BRACKET ATTACHED V/(P1
12 64 RTDP�gLLER BRACKET z:.[,; BOLT 6 NUT PER BRACKET �y _ 1/4'x I/2'BELT AND NUTS '
ATTACHED V/(4)1/4'x 5 1/2,18GA A-TRUSS ATTACHEDSCREWSW/(2) f 4 i4
3/4'WX HEAPERBRACKET �' E_ HEX HEAD VSCRE5I4'xS AT } - ,I 4-1�i
0'a Ty^ EACH CENTER STILE y `"' W/BAKFD ON POLYESTER F1tD5li °"
SPLICE TRACKS AT THIS LOCATION
1/4'-20 TRACK SPLICE BOLTS @ NUTS
TYPICAL TOP FIXTURES SECURE TO JAMB NTH(3)5/10'OAR 1-5/e'
µLS. 1 LAO BOLTS
SEE(TABLE 2)m+PAGE 3 FOR STYPICAL DURASAFE CENTER HINGE csruco S/16'DIA.M I
RECOMMENDED SECTION COKFIGURATIOH kT•s (1I
O)R-TRUA 0 BOLT ATTACHED
ED TO TO JANE
A STILE STIFFENERS m PER sELTtOH AT 6L.JAMB BRACKET
LOCATED U H5M HOLEKS)
DN TOP SECTION MY
12 CA CALM STEEL
1 HTS
ATTTACCHHFNTs(W STRUT (THRRUT GDINAU ACED W1(8OLT b-NUT
T IS RFAtIRRED) N
(TOP)
3Z z THRm1mK E
1
O D
O C
4 De
TYPICAL STILE STIFFENER(;'�
µLS
SEE(TABLE A KE PAIS 3
FIIR JAMB BRACKET SPACING
C S 1/2'N X 18 GA. (Y R-TRUSS) TRACK CWGURATION FOR 6'6'UP TO 14'TALL DOORS
A B V/(STEEL
)1/44.'x 3/44-HEX WAD®
SCREWS AT EACH END STILE
AND(2)V4'x 3/4'HEX HEAD
REFER TO TABLE 4 ON PAGE 3 SEE(TABLE D ON PAGE 3 SCREWS AT EACH CENTER STOLE
FOR STILE PL.ACEFENTS F1BN STRUT SPACING
MAXt21 3.200 STRUTS
ATTACHED W
INSIDE ELEVATION Ob t/4•x 3/4•
µL3 HE%HEAD SCREWS
7.16 GA END CAP DEMO Y3 14GA.DIRRASAFE ROLLER AT DID AND CENTER
3.20GA STRUT 77D'AND BUTTON FIXTURES CARRIERS ATTACHED TO R-TRUSS CONT.STEEL RET STILES Is DSR&m 7 MWIS DATE 51
ATTACIHED'V/ V/(2)1/4'x 3/4'HEX 14 GA:DURASAFE W/BOTTOM• A fAG4ALWW3IDF�1H]IL�&Ecfl®HAi/II/D6 9N
J7
f�L4•X 3/4' "'' HEAD SCREWS PER CARRIER x EHD NUDE ATTACKED B SPEID TAD£S TltAOtT7RATAT(S RA
FO HEAD SCREWS W G]1/4'x 3/4'
AT END AND CF3RER �.:
r m CALL STEEL 3/4-
HEX LA0 ° SECTION A—A (SIDE VIEW) ��
AMLSSTILESHURRICANE ROLLER )IdR
V/01 STEM CB /
ROLLER CARRIERS ATTACHED
• - ;Lr, TO ENI STILE V/(3)1/4•x 3/4• MAX SIZE
HER HEAD SCREWS PER CARRIER 18 T 14'
�ma
r 10 BALL DESIGN LOAD aS _'If OF TF X11 �•az.
BOTTOM BRACKET
ROLLESTEEL
V S•MIN STDI 13 W THICK ATTACED �.'ry,..s-S'";,..,. +45.8 PSF �a g'<Q,;.• •,;�.gs�� �S
V/0)1/4X 3/4' a SLIDE LOCK ENGAGES INTO VERTICAL -49.3 PSF €
HEX HEAD SCREWS TRACK W BOTH SIDES 5/8'MIN `•-E */ ry
DIGAGOeff(SNAP LATCH,OR LACK IL'tttt .*: •(%*e'{Z EL'
S t/Z'H X IB GA (5' • BAR OPTH04W ATTACH V/(2)V4'x dC ........ • 7/��?
TYPICAL HlITTDN HRACKE7 R-TRASH ATTACHED V/(4) 3/44EX HEAD SCREWS' ea •• E !�I .� .
L4'X 3/4'HEX HEAD
N.T.S. 4 SCREWS ,•• �••••
€ rl 85829 i
S70p SND 2D PA H;ALv.STEEL FAD STILE TYPICAL DURASAFE END HINGE 3 LARGE M I S S LE LARGE MLSSLE 1 O' �/ g
S.7.FtExmRE SEAL µTS J�4 4 ,e•..,CENS�.•••��r ,'E
3 3/4'HIM
(SUPPLRFD BY INSTALLER) ATTACHED WITH m IN ANDLDc RESISTANCE ` ONA� G`I
TO�-L�TME Tx
T�AND IMPACT RESISTANT
>; ' ..........
••�• ' k3
(7)20 GA CENTER STLLES BOTIIBH RAIL •••••-- �+
ATTACHED WITH K2)
TOC.L{IC AT THE TOP AND (1)7/1C ORA. 7/16'x 1 5/81 LAG
BOTTOM RAIZ.AND AIAffS1VE BOLT RETAUPR SCREW O)PER
TD INTERIOR FACE PFA RAILER JAMB BRACKET
THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURE DESCRIBED IN ASTM E330, E1886, E1996
r e F588 AND DASMA 108, 115. THE PRESSURES SHOWN ON THE
DRAWINGS WERE CALCULATED USING ASCE 7-98/02/05 WITH t65 CARRIAGE HXXwT vauimN sARcx,Mc e71Kn vwJ/RAwL®K
THE FOLLOWING PARAMETERS 5 FEET OF DOOR WIDTH IN THE MODEL C6iS OAK SUMMT(24 GA) 1000,2000
/ ( MODEL 950 H84H7'AGR(24 cA) 1000, e000
2•CALv.STEEL TRACK/ END ZONE, ROOF AT ANY SLOPE. AND I=1.0
TM�aQ1ES5 WIND SPEED MPH 169 154 146 139 134 SHORT,WHO,FLUSH.AND OAK SUN3ffr PANELS
x AND
s 1/2'H x 18 GA t3' CONT.VERTICAL JAMB 2x6
SPLtCE'BOLI CND NUT PER R-TRUSS) SOUTHERN YELLOW PDR EXPOSURE LEVEL B C C D D 91F BY DN 06 D1A�IG XlR6FR
JaHm BRACKET (NO'2 OR BETTER) MEAN ROOF HEIGHT 30' 15' 25' 15' 25' B OED®BY ME UIE 010410 IRC-9516-169-26
TRACK MOUNTING DETAIL
9dFT 1 6 3
N.T.S.
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 INTERIOR OF GARAGE
TRANSFERRED FROM THE DOOR.
EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: _l MAX YdDTH 18'0"
+366.4 LBS/FT & -394.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED NTH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA.(,024)MIN.EXTERIOR SKIN DESIGN LOADS
ROLLED FORMED, W/BAKED ON POLYESTER FINISH +366.4 LBS
° 5. DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. -394.4 LBS/FT SEE NOTE 2
USE(1) 5 1/2'R-TRUSS PER SECTION &(2) 3-20GA STRUTS AT BOTTOM SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
I BY A REGISTRED PROFESSIONAL ENGINEER FOR WND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
0 DESQB'IIOT OF ROM DAIE BY
WOOD JAMB ATTACHMENT TO STRUCTURE A ARHiN1O11D270O8 M31LfZ&FG3A=OS/D/D®001
Z,,,X 6 VERTi[AL JAH9 ATTACHF�MT TO WOOD FRAME STRUCTURE' I WD�TONE 4 rM CQ4R# M M/in!� RB
5/16'X 3'LAG SCREVS STARTING 6'FROM QiI1S THEN 32'D.C.CI I/2'EMBEDMENT) C !OB)SRIfABOMMS 01 07/0(/13 RR
2 X 6,/,ERT[CAL JAMB ATTACHMENT TO R.OM PSI CONCRETE
HILTI KWIK BOLT 3/8'.V STARTING 6'FROM ENDS THEN 24' D.C. C2 1/2'EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 12'D.C.O.L4'EMBEDMENT) 16 114•
ITW/RAMSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 22'QC.(2 1/2'EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK DESIGN LOAD ".��,OF TF%I =
APART)ATX83.OTCITENV2REWSESTARTING EM6'FROM ENDS,USE PAIRS OF FASTENERS +45.8 PSF �+6i g'�P•,.•• ."ygsll
(31 -49.3 PSF
HILTI 1/4'X 2-3/4'KVIK-CON II+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF pS */
FASTENERS(3'APART)AT 8'D.C.G 1/4'EMBEDMENT)
P X 6 VERTICAL MB ATTACHMENT TO GROUTED C-90 BLOCK(2000 PSI GROUT) �4 ••••••.
•�•••••�
/............
J9 a THO MEpnI /r' '
HILT!SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 14'O.C.<I 1/4' T'9 f..... ........... 'r /� 4
EMBEDMENT) (OR,USE FASTENERS FOR HOLLOW C-90 BLOCK) Eq r 85829 y
:LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. LARGE
MISSLE rl QA'•ItcaN6E�••��
o
:LAGS
OF WOOD JAMBS BY OTHERS RESISTANCE 1�\ /QFJpLE�G� 23
1 I F WO D CONCRETE "DWBLOC1,;TED BLDG `STRMCTURE STRUCTURE Tx
STRUCTURE
I 1/2'HIM 2-3/4'HIN 1-1/2•MIN 4' 169 cNlWKC COURT YW5T6Y-spLEN,NLG 27103 WWAKOt.EAN
2X6 JAMB MODEL 960 HERITAGE(24 OA) 1080.2000
TYP. 3.MIN MODEL 856 OAK SUARJIT(24 CA) 1000.2000
LLW SHORT,LONG.BLUSH,AND OAK SUMMIT PANMS
AVAILABLE TRACK CONFIGURATIONS SDI 0867 of DW DALE W/am I WAW KIM
N.T.S. g =0 Of AAE I DATE WA4/0 1IRC-9516-169-26
SIFT 2 1F 3
TABLE I TABLE 4 TABLE 2
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION SWIM Conga slao L.C&on.
HEIGHT CONFIGURATION) TOP pm
1 (Meogumd hm Le E
DOOR l_ SEC11OHEIGHTS Wol21) 3rd 41h 517 ft ft HEIGHT Btm #2 #3 A #6 #6
V #8(n) oo) tgo) m m
A B c D E F G H I T fly 0 Sftrt 25.21i E48.406 11.584 94.M
_�rol_0
On Go.ow 90.000
Itr 0 Brad nus 60.000 89.375
MMMEMMEMaa ME 133 s' 21" 2f 21" 21" 16' is- 21"
_iZ-0 _§W_WW_4 Wa_12 72.OW _96.183 110.378
7' 41/2,, r 171/2" 38112" 591/2" 76112" _2_7R�W MOW 94.375 110.M
-Tz-o amd 24.=48.313 72.000 05.688 179.75
T", 5"x MME ME ME Wl Irz St*d 26.272 49" 73.0W_ 98.364 116.728
41/2" 7'Ih} 171/2" 351/2is " 531/20 7111211 881/2"1 =12 1:�W.1-68_50AW-5-W-r W916 116.532 IZ 6' 21" 19' Is' 18• ' 18' 19' 19' 1
M125 49.0831 73.000 1 9B.938 12DA73
_774--7h-W 27.272 . 74.000 91.M 120.728
7t,, ',94pjlgll� v2u
_rl_4 23.168 51.084-7-4-.OD0 orlmu 119.832
9' 41/2" 7' 1411)2" 321/2" 501/2" 681/2' 861/2- 1001/2" IZ4 SWA 25.9x549.91 74.000 96.188 122375 11'61' 21" 21" 21 8' 16' 21"
17,6 Stnd 28.340 50.670 MODS 99.= U-3.6ao
IZ-6 Lwq 27.340 61.170 15,000 BSBW IZUW
71TIF-45-004T ,
'Tz-a Rad 26325 50,563 76.000 M.075
I== I
10' 41/2" 7" 17-1/2" 38 1/2" 59 1/2" 771/2" 951/62" 1121/2" -T2--a _15rwi_-273W SL670 70.000 89438 wow AU61 21" 21' 21" 2111 211' 21"
..........=� W_
-MIA'J U
2&=5ZI00 76.000 99.900 In
V".'w4l.-'-'.""' 'Z"'e
i Be.0 26.625 5-13-13_W95 -100M T2-1.3 6
11 41/2" 7" 17 112' 351/2" 53 1/2' 711/2", 891/2' 1071/2", 1241/2"1 -AtAo Sh.11 27-1w 52250 'n.000 101.750 IM500
Mid Lon 29,200$3,100 _17,0W MOW 17A.000 96' 21" lEr 19' 16' is- 21"
B�d 21.121 52.M 77.0w In=12&676
7yro
sMn MGM&tm To.ow solow MOOD
12' 41/2" 7" 171/2" 38 1/2" 591/2' 801/2" 1011/2" 1191/2" 1361/2" 'fo
IT.2 Start MOOD 64.000 79.000 10"M 12KOW &6' 21" 21" 21" 19' 21"
IT�2 LoW Tl.nQ Sr,100 M000 IOZM WWO
ITY S.W 28.125 53.563 7S.000 104,QS 129,873
13' 41/2" 7" 17.1/Z' 381/2" 591/2" 771/2" 951/7 1131/2" 1311/2" 1481/2" ll�
13, Shc1l 2&aW 54ADD� 80.000 105600 1.550
74
�olrt ToWl 17:4 Lwq 129.850164.90M MWO 108,100 U _p 61 19, 16' is, is, 1 4
MiMMMEM Mg IY4 0-d 26625 57.313 811000 105,688 131.375ne
14' 4 112-, T' 170 Std 29.600 55.400 81.00 10S.W0 132.2DO TF,
171/Z� 381/Z' 591/2'180112',101112'11221/2",143112- 1601/2-
Me Lq 20'g0 as.voo 81.000 106100 131 po
Seed 29.125 55.083 81.000 106.9218 132875 21" 191 191 21"
ITS SW 30.800 56100 82000 107.600 1
We L 31.250 56825 82000 107.775
ITS 29.6Z 55913 8Z= MISS 134.VS
_U�MO-rho-n 31.=67.t63 82938 108,713 134ASS
Ty-_10 83.OW 108.830 134.660
_T3.10 31.3cO 57.170
Bma 30.125 58,553 -8100D 109.438 1=075
TABLE 3 14'0 61*d MASS 57.703 83.938 ,10.73 13&M
IV 0 33.250 58425 84.000 IM375 134.750 EIS
DOOR -TRACK ATTACHMENT W;O Bead 30.=57.313 84.00 110.588 137,375 1 DATE JOY
SPLICE ,, shM 3Z754 S&S46 84.938 IIIA13 137.558
HEIGHT A B C D E F I G H I I J K L M N S '¢2 3&WO-5-93TO 65.n_ 110i8W 136.660: A JMWMl02VFW.MM95&FZA3lDjC6AIj%J9X
IW2 Bead 31.125 58= 83.000 11I.M 138.875 B jam &I=GOMM= 1051MA21 FU
194 SZO 59.163-80-M 1-1Z713 T39 4-88
M'14 Long 34.MO W.170 OSM _fI-I=T3_76W-
76" 1_4�4 Bead 31.625 SUM 86,000 li=e$T40 3-76
7' 3" 14" '27" 38" 4V' 56" 68" 1'r 0 Stal 32.788 60.00 MGM 114.013 141.00 MA�Sl?�S
ING L-0 3 61.170 87.0W 112.0300 138.660 16 x 14
V'f il'5 "M 69.563 11
Meo
MMMHM±n2n Em IlrB --ezr-�125 6IM3 $7.000 114.438 141.875
8' 3" 14" 27" 3W' 46' 56" 68" 78" 14 6 ShDd U185 CM503 87.918 115.313 142.635 DESIGN LOAD
88" 1 74�5 +45.8 PSF
68.000 IM594131.108 laIT82
23.218 44.812 66.408 A
LOW I . A-le
_fFo- SeW 32.625 SOM3 SO.W0 MOSS 143.376 -49.3 PSF
54 P1
_rIG 6-13_140-8 Y Lo
9. IWAO Shad 33.93 rl.20 OW
vr.15 Lim zLW
... ...........
3" 14" 27"139' 46" 56"168" 78" 88" 45,6W SUDO 89ZO 110.700132.4M IKiFO It
14-10 Bead 33.125 SI.DS3 89.00 IMS38 144.878 .91 MAS L.SHELME
16"o Sholt 31938 61.933 _83.933 117.838 145.M8 ........6582 '.. ........
"2
1145
A.
I
I=
I
I
56.1 681. Iva bw 24SM 4S.&* GO.= 90.00D 1113W 133A00 IrAIW g.e
10' 3" 14" 27"138" 46" 78" 88" 100" 112" 1610 ad 33.625 01.813 9MOW I IMS8 148,375
LARGE MISSLE
152 Shot 34.388 SZ OM 80.938 110.213 147.488 v
-259!7047.600:: PACT -J-g
152 Log W30 -om-l-W„2700134,400156.1-_ M
RESISTANCE 192 SWd 34.125 62, SLOW 119.438 147,875
I V 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100"111U' 124!' 1514 ShM 29.OW151WO 74200 -IF=1 40 156.000
- 164 Lam 24.975147250 69.825 �W.GDO 116.375 136-750 159.125 TX
194 Bead XW 63.313 92000 120.668 149.375
166 SW U4U 46.624 88512 S&ODO 116.189 13�%M UZ664
12' 3" 14" 2-7" 38" '46" 56" 68" 78" 88" 100' '119' 12Z' 136" ISO 24.M 41.6W _lUZ_-W.-Il IIS.700 13BADD 161.1W
N70-n-47.417 70M9 SUM IIS.M 135483 161.375
7': -2E ME T-T-ug ' IV a Shod 24.436 47.024 7MG12 94.WD 117.109 M376 163,664 2kgrr
15-6 25.SW U.-e-W-71,-300 'SCW 110.700 139.400 162.100
13' 1 3" 14" 27" 38" 68" 78" 89' 10V' 114!' 122" 134" 148" J.a 25.WS 48.017 71.0D9 94.000 116.99V 139.983 162,075 165 COUAGE CDAIT WINSION-SALEM,kt 27165_p_C_
�WT-Wq_ " M_ 7-- _IVo sw .25.430 46424 71. 41. 84.
14' �! MODEL 950 HEMAGE(?A GA) 1000, g000
14' MODEL 055 OAK SUMM(24 GA) 1000, 2000
1 0,192 141=164.�L6 SHORL LONG, FLUS11, AND OAK SUNWT PANELS
13" 114-127" W 68"178"1 88!'T-1 700' 114j 122" 134" 1 6", 161Y' OnS.UnDO I
70_0 71812 SAW 14zam 165-TA Sa OM BY ou I DAIE w/up wwou
15.0 Lan z.90D MGM 71300 11 141.4 W 164.100
ALL TRACK ATTACHMENT SPACING 2*ALLOWED WITH SYP NO.2 OR BETTER ONLY 1610 Mad IZ4.=146417 72209 96000 T1s. z 143.583 10.375 am BY Aml utE wA41o3 IRC-9516-169-26
so 3 orT-