HomeMy WebLinkAboutProduct Approval ARASTAILE ROLLER CARRIER
ATTACHED V/QED 1/4•x 1/8• 14"DIRIISAFE liA FLAG BRACKET ATTACHED TO W®
• • D1LT L NUT PER BRACKET Q CENTER rmGE ATTIC® V//m S/16 DIA X"/B•LAG DRTS AND TO
HHE/XCWAD SCREWSL.Er TNTCK 3 W COMMERCIAL TRACC V/CO L4•-0 x 5/8 TRACK SPIItJ:
T11P FIXTURE ATTACHED V/ ��A!ID NITS
3 5Ar EPCA R-TRUSS ATTACHED C41 1/41 x VW HEX HEAD SCREWS
13 W WLV.COO£Jt18AL V/(m 1/4•x 6.010-
ADJUSTABLE SLIME BRACKET ATTIC®
_ 5.00-
HEX HEAD SC IEWS AT WAD 1/41 x L2•BOLT Mm NRS
ATTACHED ROLLER
B AR� CAN CENTER STILE •- 24 ILA.IDN EXTOVOR SM
6/B•HEX HEAD SCEWSB,f0 BALL g��y, •/amm ON PCx.TESTER Fum
IS
PER BRACKET1'1TRACKS
Y STDI RRIER rT AT THIS LOCATM TRACK WN(9 8%t Bx ULTS NU15
TYPICAL TOP FIXTURES dAYB
1
.. NTS � •. LAG BOLTS
SEE RAILE e1 IO PAGE s FORRAT TYPICAL DURASAFE CENTER HOS/ L 1 �� e�T AL ACHEDro
RECMIEImED
SECTION CCNF'Di1RATIDN
N T.S
JW
AT FA JAI®BRACKET
R•70145
1 Pmt 12 w WLV.SUED
STILE STIFTLTERS(M D TUt W/(1)1/4'-90
CDP) 11N TOP SMITOH IDLYHOME) N T,TACC SPLICE BOLT!NUT
Z
HOLES PTR STRUT
ATTACHMENT GF STRUT
MM
a fEIMED)
T H 144 rAEND�� C
O B
4 I IA
0 CFABLE 3)13N GE 3
±__ JABRACKET S
N PACING
JJWB TYPICAL STIl.EENE .- TRACK CONFIGM71ON FOR MIL'UP TO 14'TALL DOORS
A N.TS STD'F3 s/em%22 cA (3 6/e•
MILE
LOCA TaH� SEE TABLE 4 ON PAGE 3 SFE(TASLZ U W PA3 REX VV
SCREWS CE F
/4 x
LEAD SCIIEND
FOR STILE PLACEMENT FOR STRUT SMUG STILE AND CID 1/4•x 6/6•HEJX
9.-0.MAX HEAD SCREWS AT FACT CENTER
STILE
INSIDE ELEVATION
N.TS ADJUSTALE SLIDE BRAC ET14 W DIRASAFE
6/8•TRACKRACK ARTS AND
ATTV/TD 1/4-M1/4-Mx ___*'1_11
_. ATTACHED STRUT
AT
ATTACHED V/ HEX HEAD BO1
M)1/4•X s/6• 14 W DIRASAFE AJUSTATLE
ATENDAD CLI= ROLLER RATA R-ASS TTACHED TO
4GA DURASAFE V/iOTTON SFA.STEEL RETAINERREY RSQi001 ff AE1B06 OAff
STn re 1/4 x SA Ha HEAD TO�END sSrTELE ATTACHEDIERS x 5M A ffiPJ=A=TB;MZL0&F 3X0(*--"91•
B HEX HEAD SCREWS PER CARRIES SECTION A-A (SIDE VIEB w 9m TAKE 111AOX cnmTl 10/12 RR
• N.TS
• 2.10 BALL STEEL MAX SZE
9•LOM STEN ROLLER B'x 14'
BRACKET
SLIDE LIXK ENGAGES INTU VERTICAL
L W SEM RClFR W�1/4 X Lir 1/'ATTACHED 5e e� �G"Am°NEiErr SIDES 5Ar mH. �Lnac D+51.1 P5F
mKx1 L P.�E 0 F T��s 11
HEX HE11D SCREWS HEAD SCREWS DAR B>sUL)ATTACH W/C)L4•x -60.3 PSF
�
3/41 EX WAD SCREWS / f
TYPICAL BOTTOM BRACKET/ ,t ...E..... .. 37I.,� C.�O 2
N.iS '* - THOMAS L.SHELMERDINE� 1
-. TYPICAC'DURASAFE EEtm HIND -- --'L - - —
IMPACT RESISTANT
sLgP ICaNLDNNo �A MISSE Y11`OiFsl/CENISE�•G��� �
3 3/4•NM r/_-_FtF Me SFA. eD w XiALv.STEEL END SIDLE RFSISTA N E �\
�I S1DERDON (SlX'PUEI BY D7STA111R) ArrARm DOOWITm
TI DC AT sm1 Arm
CO ED GA CENTER SIDLES 711CrLi0C AT TLE TDP AND
All WITH an BOTTOM RAD. �Vx 1 3/01
LAG
TDD-L-LR AT THE TIP Am AT
OA.
DXITTILI RAIL AND ADFESIVE T tff�AROA
TO D(TERM FUZE PER ROLLER
ETN '�BRACKET THE METHOD OF TESTING WAS IN SUBSTANTIAL
CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM
E330 AND DASMA 108. THE PRESSURES SHOWN ON THE
DRAWINGS WERE CALCULATED USING ASCE 7-98/02/05 WITH Ise�D�ACE�T VDUTON-SALOL HC Rye WWNNRR191
THE FOLLOWING PARAMETERS(S FEET OF DOOR WIDTH IN MODEL NO HEBIILGB 24 GA) 1000. 0000
THE END ZON ROOF AT ANY SLOPE. AND 1-1-0:
YODEL 666 Ot[8010DTT(24 MIA) 1000,2000
s/D HH x ee w Y GALV Slm T A WIND SPEED MPH 180 183 155 148 142 BEORT,LONG,1W8$A!0)OA[H010FZT PANILS
CD 1/4-20 x 5/09RACX o S/B•R-TNSS) TRACK TMCINESS.OILY EXPOSURE LEVEL 1 B 1 C C D D Sm WM BY W ONE WA1�C1 wm TDI
SPLICE DLT AND NIT PER CONT YEHDCAL JM MEAN ROOF HEIGHT 30' 15• 25' 15• 25' IRCr9509-184-21
JAMB rRACwr TRACK MOUNTING DETAIL m OR SPF B GMBY AAE DATE WAUM
(NG z oR RITER)
N.TS BY76R iWLS L 981HOE PE IL 14 MMI BEER 1 ff
WOOD JAMB ATTACHMENT TO STRUCTURE
H X 6 VERTI.A IAP®An -HMENT TD VGOA FRSTPCTUMIC
5/16'X3'LAG SCREWS STARTING 6'FROM ENDS THEN 28.O.C.O 1/2'EMBEDMENT)
J3/tr
X 6 o AMA An �NT TD .DOD Pct CDNCRETG
HILTI KWDK BDLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 V2'EMBEDMENT)
HILTI SLEEVE ANCHOR 3/9'X 2-3/4'STARTING 6'FROM ENDS THEN Ur O.C.(1 1/4'EMBEDMENT)
ITV/RANSETREDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'OZ G'1/2'EMBEDMENT)
P X 6 ATI-A1 JAMA An -WENT TD H I.DV C-90 N 12CK
SIMPSON 1/4'X 3'TITEN SCREWS STARTING 6'FR13M ENDS,USE PAW ff'FASTENERS
(3'APART)AT 8'6C.(1 V2'EMBEDMENT)
HILTI V4'X 213/4'KVIK-CON R+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF
FASTENERS(3'APART)AT B'O.C.O 1/4'EMBEDMENT)
u P_X 6 VERTICAL IAMB ATTACHMENT TO GROU?EA CAD BLOCK(2000 PSI GZMM
HILTI SLEEVE ANCI13R 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 22'D.C.(1 1/4'
EMBEDMENT)DEL USE FASTENERS FOR HOLLOW C-90 BLUCIO
KLAGS AND BOLTS CAN BE CCLWTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE,
NPREPARATI N OF WOOD JAMES BY OTHERS
CONCRETE HOLLOW GtOUim BLO
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
V2'NIN4'MIN -V2'
. 1 - 4'
JAMB 3'MIN
INTERIOR OF GARAGE
MAX.WIDTH 9'0'
WOOD
BDI 86QPB81 IF ESE DATE
DESIGN LOADS A ATWHAMAMY=MMOdR91®W/DAl III
+230.0 LBS/FT SEE NOTE 2 8 TARE!1RAIX 871F91tl11105 5/1/17 fIIR
—271.4 LBS/FT
MAX SIZE
W x 14'
DESIGN LOAD
+51.1 PSF
=q��.OF T�L�gs,l` ,I
= SPECIFICATIONS AND NOTES ...:.............
—----C1
- 1.ALL THE LOAD FROM-THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, /THOMAS LSHELMERDINE�
g �- -- - --- -- ------ - FROM-THE TRACK=THE=LOAD IS iRANSFEHRED TD 7ER
HE-VTICAL_JAM85.-- - - ----- --_f .-
- --- - —_ --- THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD ft o�
F TRANSFERRED FROM THE DOOR. (t O,(:
g 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT & —271.4 LBS/FT pNAI�G
3. DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA.(.024)MIN.EXTERIOR SKIN
ROLLED FORMED, W/BAKED ON POLYESTER FINISH y�y�
5. DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. /
USE(1)3 5/9'R—TRUSS PER SECTION
8.DOORS OVER(4) SECTIONS REFER TO TABLES 1 AND 2 10 CARAIM$022 WDCTMI-M M.N8 9=WW/tl1W=
ON PAGE 3 YODEL 950 87D1D:IGE 24 GI) 1000,2000
AVAILABLE TRACK CONFIGURATIONS 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED YODEL 555 OAK SON=(24 GIL)1000.2000
N.T.S. BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS BKDRT.LONG,RLUSI,AND OAS UUNMT PANSIS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. SRI DAAEI BY DU I DAE 01/17/611 RIm mim
01 Gm®eT Affil DAE BI/H/tiT IRC-9509-180-21
ID7M IDMS L SI MUM PE IIC IY WMI SHU 2 OF 3
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTSSection Center Stile Location
HEIGHT SECTION CONFIGURATION) TOP (Measured from Left Edge)
HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 ------- Panel Type
A B C D E F G H T Width 1st 2st 3rd
14.0': ;21 21-'' 21 21 21, 21' 21 21'
5:1/2 16. 34 :52 70;,112" (ft) (in) (in) (In)
13'6" 21" 21" 21" 21" 21" 18" 18" 21" e'0 Short:". 24:812 :`48000 „ z'::71 188
7' 5 1/2' 16' 37" 58" 76 1/2" „ , " „ „ „ „
1'6" 5.1/2 43" 31' -49'. 6T; 821/2" 21 21.:. 21' .18 18-` -18 � 18' 21 8110 Long 24.000 48.000 72.000
8' 51/2" 16" 34" 52" 70" 881/2" 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 6;0 Bead 24.625 48.000 71.375
12'0 21'. 21'" „ „ 118",21 ' 8'2 :=short 24.316 ;49.000 73.684.
5'112 .1.6 37".`:,58 76"; 94 1/2 . , 21" 21 21 - '
11�6" 21" 21 21" 18" 18" 18" 21" W2 Long 24.500 49.000 73.500
9 51/2' 13" 31' 49' 67" 85" 1001/2" 8'12 Bead 25.125 49.000 72.875
70', 88' ;> 106,1/2' 1.1':0"', ,'21" 181`:`.18 -1:8" 18"_ ,:18" 21"
8!_4Short ;,•.:24.580 50.000. ' ' ;75-020
10' 5 1/2' 16" 37" 58" 76" 94" 112 1/2' 10'6" 21" 21" 21" 21" 21" 21" 814 Long 25.000 50.000 75.000
5';1/2' .16, ,37 ".58", -79'? 100'.. 11,8,:1/2" 10'0" ,, _211". .2.1" 21" .18:' 18"':,21"; 8'j4 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" 8,'6' Short"• • 26.029' 51000,,'- 75:971 .
11'6'' 5.1/2' -16" .37"- 58" 76' 94" 112" 130 1/2" 9'.0" , 18" -18" 18" 18" 18" '181, 8';6 Long 25.500 51.000 76.500
8'6 Bead 26.125 51.000 75.875
12' 5 1/2' 15' 3T' E58
79" 100" 118" 136 1/2' 8'6" 21" 21" 21" 18" 21" 8'8, Short. c'25.659 . 52.000 ..7T_341-
�,12'6 70's X88" 106 .124"- 1 1421/2° $'0" •21';' 18" .18 :;18" 21.:> ti';8 Long 26.000 52.000 78.000
5 1/2" 16" 37" 76" 94" 112" 130" 148 1/2" 7'6" 18" 18" 18" 18" 18 8'8 Bead 26.625 52.000 77.375
S 1/2' 16" '37" 79" 100 118" ;136" 154 1/2 „ -T`0 21" 21" 21 21 8 1.0 Short 27.034 53.000., 78:966:5 1/2' 16 37" 79" 100" 121" 142" 160 1/2" 6'6" 21" 18" 18" 21" 8';10 Long 26.500 53.000 79.500
8'110 Bead 27.125 53.000 78.875
TABLE 3
9 0 Short;._ 27.596 54.000 ;80;904
DOOR TRACK ATTACHMENT SPLICE 9110 Long 27.000 54.000 81.000
HEIGHT A B C D E F G H I J K L M N S 9'10 Bead 27.625 54.000 80.375
6'6" ,,3. 14"- 27". .38'i 46" 56"164",
70".
7' 3" 14" 27" 38" 46" 56" 68" 76"
IfY mQFBDI ff ftEl®O6 I 0.1ff
T 6" 3'' -14" 27" 38'_ 46" '56 68" ;78" 82" A arwaav�racMm63saraam ae�r/oe sn
818 14" 27" 38" 46" 56" 68" 78" gg" 6 w�vaE a Fm mWaRm 5p/tz n
3" 141, 27"' ..38,h `46.. ��,,; 68" 178" `88"= 94" �F W SIZE
n " " u " " n n " n DESIGN LOADS \
9 3 14 27 38 46 56 68 78 88 100 +51.1 PSF PSF 'PSE.pF T16 1
.3" '14 27.," 38 46": ;56" .68" ,7$'; 88" 98 b/z�{a- z
10 3 14 27 38 . 46 56 68 78 88 100 112 THOMAS L.SHELMERDINE j01
_ -- --
n..; .. ,i_ n_--- n _ "- ,r it 7F - - "_--- - _-.._ __^--- - - -- -...---=_--. . _-=-:..f,.. ....85829....:-:i_-
=10:6. 3,�' �� 27„ , . 46��,;56�� .68�� . 8��, 88�� '100�� 110�� " ` 118 ty0o�:�iceNs��:.;� % -
11 3 14 27 38 46 56 68 78 88 100 110 124 AA;s`o"�gN�_r
1411"
`} 27" 36' 46"`. 56"' 68 "78"; .88'-''� 100" 119' 120" -'_ 1307
12' 3" 14" 27" 138" 46" 56" 68" 78" 88" 100" 110" 122" 136"
,;126": 3:' '14" :2 7" 38'" 46" 56"; ,68" 78 88 100':;109" :122" 132"
13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" '0 CARRMAK�`r 1DOMF-SAUX EM"`""'WAM
YODEL 960 ZMAGE(E4 QQ SDOO, WOO
13.6" 3": ,14" 27" 38" 46"-`56" '$8" 78" 88";. 100" -109"112Z!1:134'.1144!! 154":; �N lit 2000
14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 1141111991111'AA11 146" 160" SKI WM IY BUI 0A1E a'/"a' I WAM"W
ALL MOM ATTACHMENT SPACING+/-2-ALLOWED N7H W OR SPF N0.2 OR OETTFJi 81 Own By AME I DR W/H/m I IRC-9509-180-21
DOM =6 L 961E f PE M Iia 00= ME 3 ff 3
i
A4JWIIA9IC T,m IR
A'lx2'O V/ L/4•x vE• 14W ntiLASAE'E GA FLASS)1RAtlRT ArtApEID ro VDDD
• p IRT A MUT Put SIMMET � CTNM HOW ATTACHED
V!Sh 1t4•x SM V/V/m a!u alA x 1-6lG'NAG QTS ACID TO
HEY WAD SCAM 6?•,�� W � TRACK VI ctl 1!r-CE x a!B itACJt SPL.RE
TDP T'ICf4iK ATTACHED Yl �'�AND!lTiS
3 ROW GGA R-TRUSS ATTACHED SN 1/4'x yr wx HEAD=EWS
13 W CyV.V.CIM9ETICTN- W�114•x SlW ADJATA=$1.=MACIrT ATTACHED
Hilt HEAD SZl�V6 AT V1W 100 x Ur DLT An NNS
ATTACHED EVl4D Y4'x ScmVVto__CAM Cf]fI��'E s F IfSIEa FHA91
i SJB'#Elf.To TR 51 STEP r4mm
SPLICE TRAOfa AT THIS LOCATION
j
TYPICAL TDP 4 LM BCL.TB
IH 1 4'-m 1Rc tlt��a t eart8
a �p fAVD HHrTH tDl D/16'Du1 x 1-S/r
W.T.S. � i
i
SEE tTADLE SD m MW TDR `5 TYPICAL DURASAFE CENTER
SECT= S 7 P IDA M 7-S/dl' 1
IfECRREHIDHID SEC1CRiTARATabI AT f.0 MTr10 JAM
4L qW 4L R-TIERS
PTR SECT1Rd 1$pA oxv.SIS
9 a AY<AgkID YI I1/4�-2a •�
1 TFrom CIO
� N IRW T a NUT
i
TT=Qi'STRUT p�
TlROIYdH 14� C
H
A a
JL
-{ A
L o .I� T
j A DOOM
TYPICAL STILE STH FEWER J') 32=112:GA. t3 a/Y'
TRACK CONFlGURATIIXI FOR 6'6'UP 10 14'TALO
SVTLrSTEEL R-T=
TAtlfDvWf CO 1/41 SM
SEE TAXE 4 mi pm 3 SEE STAILE D ON PAM 3 HIM HEAD SCREVS AT EACH EO
1 Fm SIRE PLAt9kNT FQ SMIT Spam STALK AND m x/4'x a/N 101
WAD SCREVS hT EA
QI CENTER
1Wx STS.E
INSIDE ELEVATION
LT.S, ADAWAKC SLIVC RST
GA VJIASAM
R'EDGA MW BIR'TRAtgt SILTS AHDI SATTACHED V/aD V4-0 17m Hmi1E ATTSAP
ACHED SOrm ANRL
ATTACHES Y
HIM H3AVD4•satm
O'3 ua x aAr ma mm 14 W ORASAFE AJWAIK.E
AT F3SD AImNdD 3 11 R-AS CR4 MSPS STEEL FMAM
VACHED TOIRQAFE V!Som S ml l OF l OAE
13 x y/A HQ)f!EAI RRS.TN CApRTL3L4 ATTACHED A + ITD�TBi.MIB.S'.6tR3A1D CI-'h-UI SUE
HEX W ca
8 ,c n� A-A 1aOE ViEWO a N0v�8DTDQEttATIIo'73i�A1� ah/a o>f
o M.LS.
Roo 9 SIB'f38fd0. s"umsm Sim T.174
t9 CAR Art ATx'AaEL v ,RZDC LOCK E INTO vEWMAL DESIGN _'It
4F
r m S UL TRACK ON MR SMEs BIB'MOS +31.1 Pg Q:••"
S STFTI RRJ.FR VHEX
LEAD X SA L4lEAD S1:lEVS ENGAOEIENT COUP LAM W Lmc .tP
EAR ATTACH V!M 1I4•x -'�3 PSF
S/R- NEM S1REl18 At.
TYPICAL HDTTON HRACKEFY ! //�� I H ..... 2NTS ICAL DLQASAFE OM HittL}ARGE _._.M.ISS�E.._- ._-- -. -- - -- r ToM N z _-_
.......... ,
..
TYP
IMPACT RESISTANT `"�` °"' '1°" `'C
MR s PAW WLV,STEED.Em STILE RESISTANCE ttts,;PiONA%.G•'" .
3 SWEROOK
Ow"m ITT •A m) ATTACHED YEM m TIG-! `
ro D10R 9TOi AMn-M
p1 EA GA CHED7t WITH
W) TDG-Ld>X;AT Oink TTP AND
ArtAOE>t up m A. RAD. an6"x I SW LAB
NUTTI+Sa AT THE T>!AHID Sit 71HC dA. scow N PER
N 1 FAf£FAT AM E PFATRMAW 4VO latA= THE METHOD OF TESRNG WAS IN SUBSTANTIAL.
CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM
EM AND DASMA 108, THE PRESSURES SHOWN ON THE
DRAIMWGS WERE CALCULATED USING ASCE 7-$8/02/05'MIN as a m m mm Wnsm-sµa,WA cm wviommm
THE Fou.OVWNG PARAMEMB(3 FEET of DOOR VADn1 IN man ON sus " fano.No
THE EWA 20N RCQF AT ANY SLOPE AND Is1.4 IEODII 163 OAL 6GY It(!P tiSb i IanO.am
a/G�H x ee W r pyx STEEL(HACK RAND SPEED MPH 180 163 158 118 142 8Ba 44,Im Flat=A!>D a![0MDU'AAI!=
m u4-Ea x s/wllAnc str Nt-SRLfSSi TYACIc iHiflpal6 W7' EXPOSURE LEVEL I B 1 C C I D I D Sal=off oil Oki avwb om mm
ALT Alm NUT PER Ow. v AW MEAN ROOF HEIGHT 30' 15' 25' t5 25 U MMaT ATE BE m/t4�9a IRC-9509-180-21
SYP OR EFF
.WTD xltAaLY TR GK A4OL1NTiNG DETAIL OA 2 CRR I
VaM rmmLe L s®IBU PE 15Ib o1IMser 1 IlF s
N.TS
WOOD JAMB ATTACHMENT TO STRUCTURE
e X s vewr,ri .rata ATTACf#EM To vnon Fines sraixn�
6/16•X 3•LAG SGX2EVS STARTING 6'FROM ENDS THEN rte'OC.(I 1/Y EMBEINUM
M1Ln XVD(BMT 3/0'X-4'STARTING 6°FRa9 EIO1S 24•M(2 112'EHBEDI£TIT)
HD.TT SLEEVE MOM 3/B'X 2•{114'SFARTM 6'FROM ENDS THEN!0•RC.a 1/4'ENSEL4U T)
ITV/RANSET REMM(IRU-BOLT)3/8'X 4'S ARTM 6'FROM ENDS THEN 241 GC.(2 1/2•EMBEM4DM
SDPSON L/4•X 3'UTEN SCREWS ST 6'FROM ENDS,USE PAIRS OF FASTENERS
t3•APART)AT e'as n 1/e'EMBEDMENT)
ROLTI t/4'X 2-3/4°KVO(-CON D4 SCREWS STARTING 6'FROM ENDS,USE PARRS GF
FASTENERS(3'APART)AT B'DG O 1/4'EHEEMOM
e-X s vraTtr� -qua ATTACH' iuT TO erre m[t"':'e on
RfII.TI SLEEVE ANMOR 3/8•X 2-J/4'STARTM 6' I EN7)S THEN 2Y GC.C 1/4'
ENDE7YaENi)fit,USE FASTENERS FOR HOLLOW C-%31LCCIO
RUM AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH NOUNT aG SURFACE.
XPREPARATUN QF WOOD JANVS BY OTHERS
CONCRETE GROUTED&JaChA
STRUCTURE STRUCTURE STRUCTURE
v/ pp��gg4 rve'MDa 4` 4'•�
TYP..� 3•
0
INTERIOR OF GARAGE
MAX.WIDTH 0'0'
RAY iffiIld ff 03 Da
Or
��ILOADS A ATMDQ7A>mRT,RDTitta!(0A'�M/II/Ql
-271.4 LBS/FT SEE NOTE 2 B 1111111 90 TACE A VAY Oji 5/I/12 110
MAX
DESIGN LOAD! P•�EO
-baa PSF ;Y,yJ}LF
SPECIFICATIONS AND NOTES i:........... b/ ' C.c7p12
—- 1.ALL THE LOAD FROM 1HE DOOR IS TRANSFERRED TO THE VERTICAL TRAGI(, /THOMAS L.SHELMERDINE.,
FROM THE.TRACK THE LOAD:
15 TRANSFERRED-'M THE VERTICAL JAMBS. _- % r •...•....•.••.•..:...•
THE-HORUMAL JAMB-OR=HEADER-REMM-NO-PORTION-CF`7HE-LOAD_ - ----_ - f o 85828 i
- --- TRANS FROM THE DOOR /CgNSE�
2 EACH VERTICAL JAMBS RECOVES MAMUM DESIGN LOADS OF: TL�`�ss�......• p\��
+230.D LBS/FT & -271.4 LBS/FT °L\;::`E�`
3. DOOR AND HARDWARE WILL BE DESIGNED.MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SHALL D 24 GA. Df1EPo
�
024)URN. 0R SIGN
ROLLED FORMEDORMED,,W/BALD ON POLYESTER FINISH
5.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 5/b'R-TRUSS PER SECTION
6.EVES OVER(4)SEC71ONS REFER TO TABLES 1 AND 2 10 T?A301a WArNg VIMON PACE 3 mom 060 muffurC " 1000WWWAVMCMI
,6000
AVAILABLE TRACK CONFIGURATIONS7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED mflm-066 OAR MIMIT(FA 0) 1000.2000
N.T.S. BYAATED ON THISOFPROFESSIONAL
R INN ENGADDINEER
TION TO OR N LOADLOADS
am.u'rwm AND OAK 601nar PAR=
INDICWA Ff DU I ME 6d1 W Et1iC Rm
B f OMEN AAEJ EWE m/Iym IRC-9509-180-21
B WAkS L SIMM PE UG Na WMI SW 2 IF 3
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTSCenter Stile Location
HEIGHT SECTION CONFIGURATION TOP Section
) HEIGHT Btm #2 #3 #4 #5 #6 1 #7 #8 pawl Tye (Measured from left Edge)
A B C D E F G H T „ ,° „ Width 1st 2st 3rd
2i 21 217 21.. .21- 21,=. 21 21.
r r rr rr r r r rr rr (ft) (in) (in) (in)
"
13'6" 21 21' 21 21' 21' 18' 18 21
7' 5112 15 37" 58 761/2" 8 4 _ ShflR?- .24 778000 77MM.77
6T„
130" :.29" .21'; r 21". °':9B" 1$"' :`18" =18" 21" s'o Lon 0
82a/2
49 ,r, g 24.000 46.000 72.
r " " " " u n
8 51/2 16" 34" 52' 70" 881/2"
12'6" 21' 18 18 18 18 18 18'
r 21 8'0 Bead 24.625 48000 71375
941/7' 12';frr 21!!T21-1-24117. 21" .,.18",' ,2t,,,
:'B 6 5112" :16'' 3T..'6:58' 75 .2,11-18,2;, , horF " ' .26:316 . 49 000 . ,2:.73.684..,"
11'6" 21" 21" 21" 18" 18" 18" 21" V 2 Long 24.500 49.000 73.500
9 51/2-1 13 31" 49 6T' 85 1001/2, p ---
&2 Bead 25.125 49 000 72.875
1$.;' 18" .18?' '18" 21":`
8'4th , Short:;; 2.:580 , -„�5q 01)0 x >_:_75 420;';.
10' 5 1/7' 16 3T' 58" 76 94" 112 1/2" 10'6" 21 21v n 11 21 21 21 21' 8'4 Long 25.000 50.000 75.000
n rr r
Ole-$_1/7,.' ,100 :;- 1.18',1/2:' `21?.': 8'4 Bead 25.625 50.000 74.375
11' 51/2' 16" 34" 57- 179- 86" 106" 124 112" 9'6" 21" 18" 18" 18" 18" 21" e,8 '' 'Shod;, ._26,029 51 000 75:971
5-117T W .3T:` 258" '78}',: 84'• _ 12 130";112 9'0" 18" 18"' 18"!"
18" ".1.8" 18": `18".' 8's Long 25,500 51.000 76.500
17 5 1/7' 16" 3T 59- 179- 100" 118" 136 1/7' 8-6" 21" 21" 21" 18" 21" e 6 Bead 26.125 51 ooD 75
•Shorn-:,
.,16", 34'.,`;57, 70" ;88 ;;106' :-124" 142:112' 8'.0'.' 21"; 18".. -18": 1$" 21 98 Long 26.001) 52.000 78.000
13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/7' 7'6" 18" 18" "18" 18" 18" 8'8 Bead 26.625 52-Wo 77.375
13 6 5":1/2 :,16;' 37 '.58" 79.;, 100'" 1;18' ::135 154'1%2" 8 10 • :.Short,` "Z7.. . =53000 '.789ti5'.;.
7`,0" -23" 21" 21" 21•,
14' S 1l7' 16" 37" 58" 79" 100",121" 142" 1601/2' 6-6" 21" 18" 18" 21" 8'10 long 25.500 53.000 79.500
TABLE 3 e'10 Bead 27.125 53.000 78.875
9 0==` short: 22:596 . ';,::54 000,
DOOR TRACK ATTACHMENT SPLICE 910 Long 27.000 54.000 81000
HEIGHT A B C D E F G H I J K L M N S 9'0 Bead 27.62; 54.000 80.375
3$r, 46 56a V64n 70
7' 311 14" 27" 38#1 4611 56" 6811 761. MY 0=0 OF OM
`:,`I4 27 38;.: ,4 6,_ _56,,. 68 78• 82;, aenw>D ®aroa�m/n/ae so
8' 3' 1411 2711 3811 4611 55611 68" 78" 88" o fOSE®1AfiE TdAIX 19RA1 snro
f 46!-; S6" 6811 78" 8811;' "i g
9' 311 1411 27" 38" 46" 56" 68" 78„ 88" 100" P..ofr
+81.1 Pw g.
1PSF
47; 2T" 38"`. 46": 56" ;68" 781 8811:' 98 106"
...:.............
/. {.3,012
10' 3" 14" 27°' 38" 46" 56" 68" 78" 88" 100'" 112" THDMAS L SHELMERDINE
10, 47 N11- ,A W
11' 3'° 14" 27" 38" 46" 56" 68" 78" 88" 100" 119' 124"
13 -
'[4" 2T' .38461'
12' 14" 27" N' 46" 56" 68" 78" 88" 100" 110" 122x' 136" r'
121611 14'° 2711 38r�, 4611 .5611 ;68" :78" 8$": 100'11�rr 't22" 132'13' 14" 27 3811 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 10 WMAM QZRr aac aW WV
ro=950 EMU" u GA)umo,ww
:` 3" 14l." 27" 38" 46": 'S6 °66" ':78" 88 100":'109".•122" 134" 144" 154" aa��`a» :flora
14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 169'
� �I� pr �tE a>flapo �reamf
ALL lruac ATROWENT SPS CM+/-r ALLoom VAYN SVP OR SPF N06 2 ora B ®mm on>E aNym IRC-9509-1&}-21
MM MEL 981EP.LIGkMMI SW 3 OF 3
�• t3 GA OW COMMERCIAL
18 WL OmN GALV.STEEL • CV,m H m ATTACHED W/BAKM IN PdYESM FDM F11Ifl�ARACHM V/W
CO MMIAL TO'RMLIM ADJ I TAKE MH.Frt CARRIER V/l4)V4•Ht 3/4• V4•x 3/4•NIX HEAD SCftw
ix8HCR7
ATTACHED V/l4 TTA[HG71 V/ V4•x!re' ® HEx FFi1D suM31 AT FAW END%TAE
vt �"`"��" LARGE MISSILE /W xVVLD> �
"'e''�"`R'"' trL IMPACT RESISTANCE vi�v4•xvs
• - - �EAat�a.NT vWITT iDP SECTION 9 1/2'H x 10 G
'' ' —.,T uEo' .IVF&STEM
SECTI•1
m LIEL STEEL AY MIDI D 1/it H X 10 GA af•R-TAllsp • V/CID 1/4•■3/4•HEX HEAD
am
AI ER FTA V/7AA• TTAC®VAS VP x 3/4• u G0.DIIRASAPE U41V Elp SCREWS t.S E Am�
o..- WAD SCKWS AT OWST1LES AND END LGA,X RASATTAFEC
SHAFTS ao OMR EACH I@6E 1MI DAtYf dx01 VI a0 V4•x 3/4• T EACit H COM SCD.ES �
HEX $aim
TYPICAL TOP FIXTURES 1 PICAL 1LURASAFE CENiE IHIIVL£
N.TJL .TLS - •i•
43 14GA ANSATE RIILED 14aA AIRASAFE RMIM
CARL=ATTACHED TD CARRIER ATTACHED TD
R-7fDJSS V/l3H CRE x SCREWS PHSA/D
3/N WNW SCIlEYt
14 GH►
sDl HINZ
n m DAt1.STEM.W tAf1E LOCK taRGArJ:s mT0 vERTtrHx.
STC4 HN�AHE TRACK a LEOTH SIDES 45HYW LATaI
>.�RAEIE O ON PAGE 9 T W 7/18•WADER M Lail CAR aRmMU ATTACH V/w
s 9xnLp eOGl4URATCid A M21-THMO D SINFTS V4•x 3/44E7f HEAD SCRE{B s f/D•H x 1C Cd► COPED
SECTION 4D•A-m=DAILY
STEEL R-TRUSS ATTACHED V/
I•�9• CS)V4•x 3/41 NEX HEAD
I VC AT EACH ETm STLE
1 UD AT EACH CENTER STRE
TYPMAL DURASAFE END IDN
i O�Cat N.TS. 3
Haut wuarT 3 art P�IVELCA�T a4
13 GA aHIDU 1 urm
amc "TA D '
HEX WAD SCREWS
3•eWA STRUT ATTACED e
4 M 14 W fROLLDi Cly V/a7 1/4•X 3/4•In
ATTACHED W/O V4•X 3/4•
SCREWS AT END AM
W WAD wou�T • F�+CH CUM STILE $ ON A_�, (SLIDE VIEIIA
q, A sm
DR EDrrm SFH•Tm1 - -
a* � DQRW CRA=m at RY IEW0ffMM WE
04110 TFCC(ATTACHED .
1D m•KAx
1'.•m CALL STEL VU VSCREWSX 3/4•HE1I A 0�'�I. AWi1R S9E NAm16
HURRICANE Fnjjm
W/w 9m am(D(D o • • I11/e!/II
.&
7/18•DC.T IETADFR
N.TELEVATOSV R!>E8 Fat HEN
NTS
L4f7C1 sacTmH MA
oevda TLDADs s" PStiQF r�'
+420 PSIF06- 12
I
._-- - -- - _..- - ----- - - - -46.0 PS
-- - - --- ---- -- -
r,
v®LAQaI mm Foal Fra STILE GO PER s¢T1a4 — - --- - T S —--- ----.__ _ ___ - --_-_. - THOMAS t SHELMERDINE
3 31'rSIDER UIF1 I-VV X R'-W X�V8•as•SEGAmS9 2 X 8 SVP on SPF SIS T / -
s,t ( ' Ire•x e-8/C•x 1r-1/eE GOP E,;u CA a OR� � �1 �;. 85829
CD Eo rw CENTER STILES f(Ap".. CENSE• ��
10
LLFTIQIAL STOP HSlLIIBiG ATTACED WITH m a.pCE•JMU m GA DAM STEM F3m I, C�
t31Pi•L en CY Alm Am,EIVVE wIEIMOR FACE STILE ATTACHED V� �E�MISSILE
901 NO m AT THE TOP RESISTANCE
J"vlou
.m I1104OK ATTAC®TO no EMIM RAA
HAG IEO.i AHm ATMCI@0 la '" - OALV. ,7tA04
TliRfJG V/t0 LI %Y8' STo'>!L
0 Cn TM60rFE9&.035•
,DgSCE TET
MEM
20 CA DAM STEEL UNIVERSAL VM 1EETIN0 PROCF.ZE DESCRIBED IN A3I0
CAL
D 1/"K>0 � DOMI 7 END
M CLD® D
A9/A 100.TAS 20I 202 AND 205.TRE
WITH aRI W to 0A6'"MIRY WDUTMI-m L N6 DAH WWVAxAUHl;aH
RIVETS ATTATTACHEDATTACHEDOPI 111E RADINDS YM CALCULATED VMX A.HIL
O•H- - JIDITS rU IIIER7S SKIT AT TO -OB/02/be MTM THE F'OU.OVM PARAAESERS(D FEET OF MODAL I= lea�;1000.mo
MY"
ANO DOTT[p GlIDM p me iMH �f88 1O0 ROOF ATt42 1� iS0 �Dffi. I�UT3h8� B11mm1t PA11a11
ILa 14r.► MY
LtiRASAPE DalEA CAtVIDR ATTAtS®TO R-
V/13)v4•x 3/V HEx t E 6�1IS ExPOSIME LEVEE, 6 C 0 D D DpRy BY DAg WAR llll�
TRACK MOUNTING DETAIL AEHw I:oaF Horatr , +s g �ut ou Dw �� PC-08-15-2H
Ars
0I! MNLM=PLMNL0M IM I OF 3
to BALL S7m
I-
1
MUMDAM Eliot
V/9ttP sTol Nm 0
23'12 GA GALV. STEEL 13 GL GALV.MT LEAF ID I E TKdJ TN�ADER EWIF7SUSED PtiR
STARTER PLATE ATTACHED V/(4) ACM ATTACHLD Veal 1/4'x 3/4•
SPLICEBOLTS OR RIVETS HEx HEAD SCxEVS P1I DIERKDLITE ROLLER
rTRACK 8 B
ICKNESS
LOW HEADRCCM TRACK OPTION 7 1/C IBM R-TRUSS ATTAO® Db ea ILA x a 7/r x m Vr
N.T.S. V/19 1/4'x 3/49FJI LEAD QffimF ATTACHED V/43
S=VS AT EACH EM SOW TM-L-Llt M VW RIVET AT TW
W TOP SECTM An Smut!Or EACH smnON
ao,.,..
(Il.�N HEAN 1 T13P mnmK@
13 GA FLAG BRACKET ATTACHED TO
JANBV/(3)5/16 DIA.X I-9/B'LAG BOLTS
AND TO TRACK V/(4)1/4'-20 x 7/B' TRACK
SPLICE BDLTS AND NITS
SILII&TRAMS AT TIDE L MATIDI
V/(4)114'-0 TRACK SI'LOX X LTS t NRS
SmAm TO Me WITH CID 7/16•DIA x 117J8'
I=BOLTS
M 7/16'DIA x 1-0/tY WOOD JAMB ATTACHMENT TO STRUCTURE IHIv HIi1itFHFJB06 GATE
LAR>OLr ATTA n m JAM I- ^L�.ATT A itIf811lBSBFRAfOBiS J/i7�
AT EA JAM DRAG@T PYA V[�RT � ACflENf M Vt011 C'RAl1E STi�rrn mr
7/16'%3'LAG SCREva.i�iRiati o-r wu+'uvu THiN is uC.ll 1/2'EI®EDM'1117 B 1�AI�Bdl$IY®AtDfD A�HFH�LiL D/df11
w a r&3/8'%41 START1Il<6•Ff2RH ENDS THEH1 24.=(2 1/2'
iP GA GALV.ST13L HOLTI SLEEVE ANCHOR 3/B'X 2-3/4'STARTING 6'FEAT ETES THEN Or I.C.a V4'OSEDNEICID
THMUGi JAHO DRAcKm ITV/RAINET REDHEAD(TRU-DmT)3/8•%41 STARTING G'FfAH ENDS THEN W=(B 1/21 EHDEDHOM MAX SIZE - OF
ATTACH®V/N 1/4'-M x 7/D' P x 6 VERTTfu IAtdO ATTAtYRdEAOr M �fn/L�9A Mlt 16'%14' .. Q'(,........,�,p \I
TRS(SPLICE TRT t WIT Si1PSTl1 L4•%3'TITEN SLTiEVS STARTIf4G 6'FTA9 E1US,USE PAIRS�'FASTENERS •qs 1
C3'APART)AT 8°6C.(i2°t7 I/ DESIGN LOADS o H
HILTI 1/4'X 2-3/4'KVIK-CON O+SCREWS STARTING 6'FROM OLDS,USE PAIRS OF
- - - -
AST
_... . .. _. .._,.-- F -- --4tl 1/4•- - - - ---
FI�tS Cr APART)AT tYG .671I4a6(T) -4&0 PSf BLP./ 12
- _ . ��_� TH.... ...SHEL..... NE'
EMtEq£NT)COR,USE FASTETERS3/ HOLM C-911 imF.OI.l0 BVECT
v4 TO VNIGHT ...,85829.:.j...,
RESTRICTIONS 11�Hoz.
;
ISS(//CENHAsV
�� SESFMmVIDE A F.I1SH/llMD�SURFACE ttrp4E�
ARAOF®JAHW�OTHERS LARGE UNG•�a��a %
IMPACT
RESTbTAdI�
STRUCTURE STRIICTIA7E IiPJNTE'D
STRUCTItltE
I I f I 1 1, FA 117
SEE(TABLE P)FUR
JAI®BRACKET SPACING to G10 rami Tmt 17113 VVWRIN L=
Iir Hea 2-3/4' YOD3L X950 1�81TAGE 1000. 2000
STANDARD TRACK CONFIGURATION FOR 616'tip TO 14' TALL DOORS ' 314 I_vr HIM 4' M M. 055 �hsumm(Beit��
K TSJAMB
sm MA IIT SI• 01E m=021!19t
B mm a =I BATE �RG9518-165-2H
OMM RMLSOMPLUILkOM ISM 2 OF 3
TABLE I TABLE 2
DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE
HEIGHT Btm #2 93 1 #4 95 1 #6 #7 #8 HEIGHT A B I C I D E F G H I J K I L I M I N S
all -211
.2 i iL M 14" 3$:`.:4 Wr' 64,
13 G' 21" 21" 21" 21" 21" 18" 18' 21" r 31 14, TF 38- IF 56' 66'
13 If-72T w TV W Tw_I,= :3', W--- 27" ;3W. :461
126' 21" IW IT 16' lEr 18" lir 21"' 8 Y 1-4""'_fF_39-W' 56' 78r 88"
1707,- 21" 21".:21. 21". 21- -Ifr,21!_ &e -T,MT4 r
r 5 -4R,,7 -W 778'
11'6' 21" 21" 21" 18' 18- IS- 21-, 9 a- W 27' 38" 49' SG'.68 .7ir 88- 100,
7f 1`07 -1
Ifr 19,-, 18, AV W 21 'M. 14",Zr.43 -W
19 6' 21" 21" 21- 21- 21-
— — . " 19
j
3-'
14-, .27- 38.-
1
46- 5
6- 68" 78r
W 1
00'j
,.- -
—11-2'
:21" '2v-27 18;: TRF 70F Y6 �*. 4- - 3r W: WrW10rjj(r,
9V 21" lr 19' IS' 19' 21" 11' 3" 14" 27" WW' 56' W 78' 88" IW 1I0r 1245
Vul 1,8* Is-. 7T4"r27" 38" 46 W, W 78 M100"11(r12VX8'6' 21" 21" 21" 18" Iz F F 2T- 39- 46' 56' 6r 79- W, TW 1TY W22'
Wo".,- 21 18" 1W 6z1217! 4,14! 2r '38"� 46'� W': 61r, 78*- ;W 10(r1w 2Z,13T 142'
P6- 18' 1W 1* Isi W I 2T' 56' W 78' W IWIW 122 149
2P 1 14" $B�_W 1 IWM I 7W
6 9' 21" W 1 21" W W 14-127' J 168- TT7122' 146' 160'
AL TRACK ATTACHMENT SPACING+/-IALLOWIED WITH SYP NO.2 OR BETTER ONLY
SPECIFICATIONS AND NOTES
1. AL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK.
FROM THE TRACK THE LOAD IS TWSFERRED TO THE VERTICAL JAMBS. '7
'—
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2-EACH LVWAL&JAMBS RECEIVES MAXIMUM DESIGN LOADS OF'
+37&0 OS -414.0 LBS/FT 0 OMWU IF KIM
.1 DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. A 12=0 10 00 ME RAMMIS ISA;M
4.DOOR SEC13ONS SHALL BE 24 GA.(.022)MR EXTERIOR SKIN
ROLLED FORMED.W/BAKED ON POLYESTER FINISH
B.DOORS USE(1)50 ISGA R-TRUSS PER SECTION
AND(1)3'20GA STRUT ON THE BOTTOM SECTION. MAX SIZ
B.REFER TO TABLE 1 FOR SECTION CONFIGURATION. Ifr 1%11
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED DESIGN LOADS
BY A REGISTRED PROFESSIONAL ENGINEER FOR W=LOADS +42.0 PSF
INDICATED ON THIS DRAWNG IN ADDITION TO OTHER LOADINGS. -46.0 PSF 06 91
12
_ 1 THOMAS-L,SHELMERDINE
TiJ SrAMS-SUBJMT .................................
TO WE3GHT
NS 85829
RESTRICTIO
LARM MISSILE
INTERIOR OF GARAGE IMPACT
VERTICAL MAX WIDTH 18`0* RESISTANCE
DESIGN LOADS
+414,0 LBS
378.0 __j
AVAILABLE TRACK CONFIGURATIONS- 1 it it rn to cAryJAM canMe WWARARRM
N.T.S. SEE NOTE 2 ON PACE 3 MODEL0 ENWAGN 1000, BOOK)
MODE.0.MAX Sm(2-fta) 1000, 2000
short. Plmh bOak t panels
ON fff 4 ME m"am
omm ff cm I um MP/pa W-9518-165-21H
NO L MW PL M k WM I SW 7 W 3
I'.4 W COW Imo EXTERIOR SICK r n GA 01110 COMMERCIAL
• !4w DIRASAFE V/IAIED ON PaTESTFR TV= V4•FIXTURE AT r�>�vs
CENTER KIM ATTACHED 13 R COM)CTOP STEEL ADAISTAILE ROLLER CARRIER ® V/CO V4•x 3/4' AT EACH Om STILE
COMRCUL TDP RII1KR TTAfM1EO V/CED V4•x 1/r HEX HEAD SCREWS ADKIATAILE SLIDE BRACKET ATTACHED
EMCEE ATTACHED VK{ 1�T 0 HR PER BRACKET V/CD 1/4•x I/2•EMT AND NUTS
1/4' 'ITT LARGE MISSILE
5>m IBGWL /
k- ATTACHED
' IMPACT RESISTANCE
EI 1/4-.
.x 31{3/
V/
HEX FEUD SCREWS AT TCP SECTIDI 5 VrH X 18 GA
EACH CE]REIR STOE 6'R-TRUSS)GAILY STEEL R-
ATTACHED IN CENTER OF SWTION
V1 CD liff
r ID SRLL srm 9S STEN6 1IrH%>e GA ts•R-TRUSS) • SCREVS AT EACH END STD.E AMD
HURRICANE
IAIFIE
AGER FDFi NDN-V/7IM• TFACKED VAS AT XE7aQSED.ES 11N0 END 1GIL RA AC® � 'STILE A 0
SHAFTS CPK
UNDER CREACH HOLE MID IAOC AND
SKIV/HICID L{•x 3/4• V4'A 3/E FER STIL SCREWS
AT EACH CENTER STILE
NOG SCREWS
TYPICAL TOP FIXTURES / T \ TYPICAL DURASAFE CENTER FBNGE/ 7
i .T.S, c .,.
N.TA 03 14GA D RASAFt ROLLER •i: I14GOL D ATTACHED ROLLER
CARRIER ATTACKED N CARRIER
STIC4)TO
R-TRUSS V/CEJ CRE x 3/41 HEX WAD
3/4• NO HEAD SCREWS SCREWS PER CARRIER
14 W
END HDA
r 10 SALL STEEL W SLIDE LOCK ENGAGES DIM VERTIGO.
SEE(TABLE 9 W PAGE 3 FOR - STEM HIRRtf/ICE TRACK OR RUTH SIDES MIA!,LATCH,
-RECOMMENDED SE)[IN AGE 3 FOR V/7K6'RETAINER QA LOCK BAR OPTIONAL)ATTACH V/0.7
A f TFfiEADED SHAFTS V4•x 3/49EX WAD SCREWS D I/E•H x 22 CA CD PER
SESTICI CV R-TRUSS)DAILY
STEEL R--TRUSS ATTACHE)V/
CO V41 x 3/4'HEX HEAD
SCREWS AT EACH END STILE
1'-91 CEI AT EACH CENTER STILE
1
TYPICAL DURASAFE END HINGE 3
T IN.TS CD 3.1D GA STRUT ON
' [IDt8OF1fR OrmH PANEL
T�oH a aiT 3
n GA ODM)aDTTON
BRACKET ATTACHED
V/C D V4'x 3/4•
HEX HEAD SCREWS
4 3•PDG%STEM ATTACHED V/C�
v/Cb V4•%3/4•HEX
K 14 GA 0)1/ X 3/4t STREWS AT DO AHD
ATTACHED V/CRI V4•x 3/4• EACH axlm STILE SECTION A-A (SIDE \n
HEX IFJ1D SCREWS AT 1- O Til.S
DOUBLE M S STOE
W IDl'IT/I SELTD)R
A - - IOTTCC BRACKET 13 GA HEY MMU WIN.M M1E
2** �' �' �' V/�cm 1//4•CXA33/4�HEX A 01DFemH TO Olt®i SIZE RAMBO 3/17/Ee
HF'-V MAX r RIHRRIICAE ROLLER o • • HEAD SCREWS =au1R
AND AOIND ASC Fill CECIL n/al/n
V/%w STEN AND C)
7AS'IQT RETAINER
INSIDE ELEVATION
USED rDR HaN
THREADED SHAFTS ON MAX SZE
Nrs ]KITTEN SECTION DESIGN LOADS
--- - ---- - -'- - --`- ^ - 0 PSFT2
TYPICAL BOTT@4 BRACKETI ` OG 0�
+420 PSF
_
N.T.S. � Ar
—— - ----
SZES-S1FBNlECT _�SHOMAS L.SHELMERDINE
�- -�-V®BLd.7t'BC07m-FJ1CI-END�STILE-CbPER'SFJaIIR'- --- ------ -._... __ ----- - - - /
3 3/4•KIM I-1/B•x 2-5ty X 2D-I/r(a-SE'CTIM 2 X 6 SVP OR S4' TO MUM 8582 9 ---
-'t SDERmI Imo- !-1/r X B-5/B•X 17-1/r OI•SECI1fIm (N0.2 O
R RE MC116
I I m ED w CENTER smrx
V%Sw FLDf6H.EIaLa ATTACHED
�CM C1.00"AND RA S nACSED V m IJIRtRE YISSLE �l��S$lpNA►.ENG�'
fS1PPL.DA>n DiSTAl1.QU AND ADHESIVE TO MiF�i FACE Jaws TO AND BaTHDAND Ci RAD.AT �S IMPACT
.WO AtAOEF ATTA(O�lIl rJ[-f•��E4} `merry•]yj�
.CNC V/CD 5/16'X I�S/B• JC„��,
LAG IC.T Alm ATTA(Si9 TO ON.V.STEEL TRACC
TRA(%V/N V4%5/0' p p 7lBl>OiE�•� E METHOD CF TESTING WAS IN SUBSTANTIAL
SHRCE TH7.T iRMANCE V47H THE PROCEDURE DESCRIBED DR ASIM
DO BL GENV.STEEL ATTACHED
CE
100.TAS 201 202 AND 201.THE PRESSURES 10 CkQ9IAGE
."
DOUBLE END STILE ATTACHES) ON ON THE DRAWINGSWERE CALCULATED USING ASCE CCR7)d WVJp1Af8tL91
T VDGTW-SALOL MG R
WITH®FdVCFS OR ® MODEL 00 EMaW=rA,GE 1000. 2000
5 V(5 RX-TIDRl69 ��RS SIGN AT l� -� RI THE ROOF AARIW (5 FEES'OF MODEL ESS O B 9010RT (24n) 1000, 2000
43 14CA DIRLSAFE RCJ_OR CYR m ATTACKED TO R- WIND SPEED PH 1. IRR) I42 13O 130 � Flush AE OH1c Summit PCLatil•
V/CO 1/4'x 3/4'HEX HEAD SCREWS EXPOSURE LEVEL B C C D D —salCRAFII Ff 991 DAZE CBADIN INNER
TRACK MOUNTING DETAIL MEAN ROOF HEIGHT I Is 28 B I 00011 Of BU I DALE RC-9518-165-26-4
KTS MM TiE1 U L SILO E PE UC IFA ONi675 2M I GF 3
L'10 BALL STEEL
HURRICANE RCLLER
W1W STEN AND GD
23.12 GA,GALV,STEEL 13 GA.GALV.MT LEAP HINGE 7/16'HILT RETAINER USED FHR
STARTER PLATE ATTACHED V/(4) BRACKET ATTACHED�I)FEVA4D � PO � �
SPLICE BOLTS OR RIVETS
RES
2' GALV.STEEL TRACK 8 B
ASS' MINIMUM THICKNESS Q
LOW HEADROOM TRACK OPTION 5 ve•MGA R-TRUSS ATTACHED • • GD eH GA.x ee318'9=HE-0 'xAin16113-
�V/
CM
N.T.S. VSIREWSCD VAT EACH H4L STILE TOG-L-=TR 1/8'RLVET AT TOP
ON TOP SECTION AND BOTTOM TF Mum SECTION
so
ALT. LOW HEADROOM TOP FD(T1RE�1
1D
13 GA,FLAG BRACKET ATTACHED TO W
JANBW/(3) 5/16 DUN. X 1-5/8'LAG BOLTS
AND TO TRACK V/ (4)1/4-20 x 5/8'TRACK
SPLICE BOLTS AND NUTS
SPLICE TRA=AT THIS LOCATION
V/(4)1/4'-20 TRACK SPLSCE DOTS L NUTS
SECIRE TO JAM WITH CD 5/16'DTA,x 1-5/8'
LAG BOLTS
(SP N 5/16•mw x 11r/a' WOOD JAMB ATTACHMENT TO STRUCTURE IE wFraw KATE
LAG HOLT ATTACHED TO JAIO P Y 6 VERTICAL-JAMB ATTACHMENT TO VOOO FRAME STRl1CTlRE A 03iBB31 TD 031®1 SRE RAOIBBS 3/t?/bB 9fH
AT EA JAMB 7RAOOT 5/16'x 3•LAG SCREWS STARTING 6'FROH ENDS THEN 12.OC,u Le'EMEDMENT) B 11411®L1R AID A®FD ASS WI OEDIL tim
a_Y 6 VERTICAL JeNR ATTAQIMENT TO 2.000 PST CONCRETE
HILTI KWIK BOLT 3/B•X 4'STARTING 6•FROM ENDS THEN 24'U.Q Ce Me EMBEDMENT)
12 GA GALV,STEEL HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM Ems THEN 10'O.C.Q v4'EMBEDMENT)
7HtO1ON JAMB ATTAO BRACKETS v4•-20 x 5/8' rn 1/ERTICA/RAMSET REDHEAD ATTnatN�FIIT/m LXun i rn� BARTING 6orrRlN Erms THEN 22'ac.(z 1/2'ENHEn1ENn MAX x IC ^0..OF
TRACK SPLICE HRT 'MT SkSA6 1/4'X 3'TETEN SCREVS STARTING 6'FROM ENDS,USE PAIRS 1F FASTENERS DESIGN LOADS i tP 1
C7 APART)AT 8'O.C.Cl 1/2'EMBEDMENT) -
+420 PSF
HILTI 1/4•X 2-3/4'KVIK-CON H+SCREWS STARTING 6'FROM ENDS,USE PAIRS IF12
FASTETFRS C3'APART)AT 8'O.C.CI 1/4•t]9LHEOIENT) -48.0 PSF .........................�r.,
- _ -= --- -- -
VAT?
6-vERTTCAL _ CT THOMAS L.SHE...... NE�
VTI SLEEVE ANCHDIR 3/8'X 2-3/4'STARTING 6'FRDM ENDS CLF C1-1/4'— —F
USE FASTENETG-WEIGHT—
EMBEDMENT)fit, RS OR HaL.LOV c-90 BLOC* 1.o—85829- .ice j
RESTPoCTI(NS /CENSE ,0,
���IF CAN BY PROVIDE A FLUSH MIX11Ni1NG SURFACE OTHEJtS LARGE MISSILE T��SS/0NA1•ENG`�
IMPACT \\\\�•�
CONCRETE IHOL.LaW BLOCRESISTANCE
STRUCTIRE STRICTURE ISTRUCTURE GRDUTm�HLO J��� V
A
SEE(TABLE v FOR
JAMB BRACKET SPACING 1L7 MODEL
VD67 11MIXI4 TNG 100 , 200 Ril91
-m. Mffi
)CODEC f950 13]3R1TlGE 1000, 2000
STANDARD TRACK aMGURATIMS FOR 616'UP TO 14' TALL DOORS 2 1-L2'ION 4• YODEL 550 OAH 3IJIQIMIT(24p) 1000, 8000
Short, Fl aah k Oak Summit Panala
N.TJL TYPP.JAMB 3'MIN SKI MAN IN =1 DATE mmmw
B I a1]]®1 BT Ew I DATE •nM IRC-9518-165-26-1
DOM KW L SiWE PE UC Ma CDM ISM 2 IF 3
TABLE I TABLE 2
DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE
HEIGHT'6tm #2 #3 #4 1 #5 1 #6 #7 #8 HEIGHT A B C D E F I G H I J K L M I N S
,.IWO'; 21" •21111�,21ll; 21"121"121" 21" '21' -14" .27" W' 46" '56'A,
13'6' 21" 21" 21" 21 21" 18" 18" 21" T 3' 14' 27' 38P 45' 55" 68" 76"
13 0'= -21" '21" -21" 18" 18" 18" 19' ill,
2 7`6!1:`'3 14" 27Wk. 46' 56"- '68l 1.78, 87
17 6' 21" 18" 18" 19' 18' 18" 19' 21 8' 3- 14" 217" 38" 46' 59' 6Er' 78' W
12 G' 21",21"�,21" 21" 21" 18" 21" 8'6!l 3' 14' 27" 38" 46' 56'- 6EV' 7&! W'
94"
11-6- 21" 21" 21" 18" 19' 18- 21", 9. 3" 1 14".27' W" W' 56- 69' 79',88", 100"
7
11'cy, 21- 18" 18- 18!' -1.6.! 18" 21" 96' 14" 2T' 38" 46- 5T;.-68- 78 96'' 106!
-ii 89,
2-7",38" 46' 56
10'T V 68" 79' 88" 1 lly
L 21-121" 21" 2-V- 21 10' 3" l4l' 00.
21-�; VT. 21_".;
.21" �21-.-. -18t! -10'-6':t 4-3' -J-#"-2r'- Wj--W ;W-- 68'-`M-=W' 107 110-' --- —1
9'6' 21" 18" 19' 18" 18" 21 11' 3' 14- 27" 38"146- W 68-,79' 88" 100" 110' 124"
19'. :18" 1,9' '18", 19' 18" ill 61 1427- ;38" 46. W� 68-,�j 7T, M" 100-,1,1T, 120" 130'
21" 18" 21" 12- 3" 14' 27 38" 4 77 F6
8-6" 21",21 _14-L 2E _22;. 100" 11V 127 1
1
8,a. - 18" 1&l W,21", 14�"" 8" - W r 88 142"
1 21' 14', 27', 3B" 46' 56 100' 109' 122"132"
7'6" 19' W 19'118" lEr'l 39' 46' 56' 68" 79' 114" 122" 134" 146'
I I 8_ -- 1 2Z'IM'144','
.70" 21',' 2-1-1211 '147�,�27�,J,3W': 46' W! 69'j-:7Er!,j 88l',1100! 105`
21"119'119'121"1 1 14'. 27' 38" 46' 56' 68"179' 1100r 114"127' 134!'146' 160
ALL TRACK ATTACHMENT SPACING+/-2'ALLOWED NTH SYP NO. 2 OR BETTER ONLY
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 JAMS OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2.EACH VERTICAL JAMBS RECEIVES MAMMUM DESIGN LOADS OR
+378.0 LBS/FT & -414.0 LBS/FT PLY MEM OF MIME DATE
3.DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED A ONE=M WM ME RAMM 1"M
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA.
4.DOOR SECTIONS SHALL BE 24 GA.(.022)MIN.DMIOR SIGN D VA18)VA AM UM ASM WH MA I lItfiM
ROILED FORMED, W/BAKED ON POLYESTER FINISH
5.DOORS USE(1)5.5-18GA R-TRUSS PER SECTION
AND(1)3- 20GA STRUT ON THE BOTTOM SECTION. MAX SIZE
S. REFER TO TABLE I FOR BECKON CONFIGURATION. 18'x 14! .r OF i;Yqt
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED DESIGN LOADS
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS +42.0 PSF
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. -46.0 PSF
.............................M12
Fj SIZES SUBJECT THOMAS S-L.I SHEL-MERD-I-ME
...................... ...
ME
ACTIONS
85829
RESTRICTIONS
...........
LARGE MISSILE
INTERIOR OF GARAGE IMPACT
MAX WIDTH 18'0* RESISTANCE
VERTICAL MB
DESIGN LOADS
+378.0
AVAOABLE TRACK CONFIGURATIONS 41CO LEIS I t I I I t I t I
to cAmAm cmw W=73 &m w- em vvwAVARM
N.T.S. SEE NOTE 2 ON PAGE 3 MODEL . 2000
MODEL 0655 ff mum(6ga) 1000, 2000
BhorL, Louff. Flush & Gak sd--It PonaL
�IRC-79518-165-2H
SIRE WM BY =I UIE wm un
B am ur Ew I KNE 0�,S�///Op
BMR WN L aMM PL UG Ih WM tSW 3 6 3 _j