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JUL 0 3 2010
ADJUSTABLE FALLER
(2)5OLLER CARLARGE MISSILE
/ /16•A 3/r 14GA,CENTER HINGE ATTACHED t3 GA COMMERCIALRCIAL St. LUCI@ COu11tV
ATTACHED V
13 W OALV.COMMERCIAL BOLT L NUT PER BRACKET V/f4)1/1'Y 3/4• 2• TOR FI%TURC ATTACHED V/
TA►ROLLER BRACKET • HEX MEAD SCREWS (4)W/
SLIDE SCEWS ATTACHE
PER BRACKET D IMPACT RESISTANT
ATTACHED V/(o t/4'x
3/4'HEX HEAD SCREWS :• • W100 5/16'x 3/4'DOLT AND NUTS
3'EDGY.STRUTS ATTACHED P5 CA SKIN(H60C 611650)
V/(2)1/4'x 3/Y 24 GA SKIN(x950)
•• HEXHEAD SCREWS AT 'w
CENTER STILE
TYPICAL TDP FI%TURES / ' , SEE PAGE E FOR
N.T.S. 1 IOM.
GLAZED SECTIONS
STRUT Awl STILE SECTIOLAYOUT • STILE STIFFENERS(D SPLICE TRACKS AT THIS
SEE(TAILS D a PAGE 3 FOR LOCATED IM HINGE HOLE(S) LOCATION W/(4) 1/4'-20
REE(TABLE SECTIO( 3 FO RA ION TYPICAL CENTER HINGE 2 ON TOP SECTIR[PLY TRACK SPLICE BOLTS&
5 N.TA NUTS SECURE TO JAMB
A HOU3 FOR STRUT
is REQUIRED)
(6 S (vum WITH(3)5/18'DIA %
J��
TS aEtAlIREO) 1-5/8'LAG BOLTS
O (1)5/16•DIA.A 1-5/8'
D 1 LAG BOLT ATTACHED TO JAMB
T ITIROUGw AT EA.JAMB BRACKET
(TOP) N3 O ENDHIO 14GA 12 GA. GALV.STEEL
JAMB BRACKETS
THR01E.1( �� ATTACHED W/(1)1/4'-20
TYPICAL STILE STIFFENERI J 1 iTRACK SPLICE BOLT k NUT
2 4OR(2)RIVETS
iC TVO(2)ROWS 6 THREE(3) xSTRUTSVENTSEDUALSI5 20.INCHESVENTALATIONGE 3 A0A
ENTS
9'-0'MAX (TABLE ll ON PAGE 3 SEE(TABLE 3)ON PAGE 3
FR sTA51r SPACING
INSIDE ELEVATION ATTACH BRAd(ET FOR JAMB BRACKET SPACING
ATTACHED
LN.T.S W (3 1 r%3/4'
VENTS PROVIDE 70 w ti. DPTIONAL VENT DETAI 6 NE HFI�D
K62 sa BLFR OPTIMAL x SCRE)K TRAGIC CONFIGURATION FOR 6'6'UP TO 14' TALL DOORS
VENT)OF UNOBSTRUCTED N.T.S. N.T.S.
AIR FLOW EACH.
CO
14 GA END HINGE ATTACHED
V/(E)1/4•x 3/r A UPOAIID 10 FOC 1019 I 1 AIA
HEM HEAD SCREWS 3'2DG&STRUT • BOTTOM BRACKET B 1 AM 9AW DOA I WNA2 IN
3'EDGA STRUTS ATTACHED ED ATTACHED V/ 13 GA THICK ATTACHED $ECTION A-A (SIDE VIEW1
HEX/HEAD ISCREVS T HE SCREWS HEX WAD,SCREWS M.T.S. 'r ♦♦`` . SNE/A'/ gA
14GA ROLLER CARRIERS ATTACHED MAXMA%SIZE ♦ �^ //
EACH END STILE TO END STILE V/(E)!/4•x 3/4' AT END AND CENTER 9'x 14' \° S u
1Q HEAD SCREWS PER CARRIER STILES INTERIOR OF GARAGE \ Q`• ... /
DESIGN LOADS \.3,4\C�N$F'.•
•O;
Max.mon+D'o' +35.6 PSF k€ Z Ivo Z
Y 10 TALL STEEL R •'• -42.1 PSF !
../�; 00 •.(�
10 BALL NYLON WITH SN= ( •:lY
• 5'STEM HOLLER 2.10 BALL STEEL OR TEST LOADS p
10 BALL NTLON V1TX DESIGN LOADS +53.4 PSF E 4 ^T E
5'STEM ROLLER
TYPICAL END HINGE /.T 1iae.5 LEIS/FT
65� SEE NOTE P -63.1 PSF ;,> SATE OF :4�
M.T.S. J TYPICAL BOTTOM BRACKET 4 •' •.•% £
NT.S wECRT _NBl NOTES LARGEMISSILE .r, •.�!,T O4'(y�\�� 5
R ,.
(1)She'OAA 1-5/e' ' 1. ni Lm°('Dw(n[I.o'u De00mR Iiia AH ro n(i)rnn- � I 2 // V�OIVAL�'�!♦°\° (7
LAG BUT ATTACHED TO JAMB t%6 I'(P R SiF >1H�H zWTN JA),e(M!MRADER R[m)Es No AOATxw v THE LOAD RESISTANT '^r 1 B {
AT EA AND BRACKET (N0.2 OR B[TIQ) AAm rROM D(E DooR. rL /F/4 eeeiaBL{`, �N
'[MLN VEIITCK—1 REm.cS MARV.IM DE"LOADS Of:
EO GA CENTER STILE OPTIONAL
SFO' THE METHOD OF TESTING WAS IN SUBSTANTIAL aD.2 LI)S/FT A -10
Les/r-r
NDLDING CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM 3 KSS AMO HARD—MEL BE DESAMKO.MARMFA VC
AHI HB,NTM STANDNro AS SET FORM BY DATMA
E330&E1996, AND DASMA 108&115. THE PRESSURES 4.DDDR smT1GHs SHAH BE 25 DA MH.(ar)Rouen FORMED LIGHT 21
SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE ➢KNIKR(lA1 auALITY
7t .41 it 7-10 NTH THE FOLLOWING PARAMETERS 5 FEET OF DOOR S SL-MmG SM—Al-ELEMENTS SMNL BE C—MED 165 CARRIAGE COURT VINSTO!-SALEM.KC E71M
( BY A REOSTNED PB[s[ssaNN E ONEER FEKI MIND LOADS
WIDTH IN THE END ZONE,ROOF AT ANY SLOPE): NMCAIED ON THIS ORAwMc N ADMDON M OTHER LCINN-s MODEL /650 OAK SUMMIT SERIES 1000 & 2000
WLY STEEL 6 AHARR MANUFACNRIS AMD MSTRIUTES CARATE DOM(S UNDER MANY
7/16'01L BOLT RETNNER/ WIND SPEED MPH 194 176 167 160 153 ��E°aF`r IEi SEE
AT—PRODMANU A oPoIVATE tABEL CHART
MODEL /800 STRATFORD SERIES 1000 & 2000
(1)PER ROLLER EXPOSURE LEVEL B C C 0 D 7.RUM V TAB(is DN THE PAGE 3)➢R um�TwxAL DOOR NOTHI MODEL /950 HERITAGE SERIES 1000 & 2000
1/4-EO x 5/CTRACK NO 1NEM DESKN P%59-1
SI•LI.BOLI AND NUT D'GALV.STEEL TRACK MEAN ROOF HEIGHT 30' 15' 25' 15' 25' 1,PAN[.sTAxP EKES NOT E Cl N.mLOAo CAPAB M SKMOP BG OAX 11/410 WANS AM
R(1)RIVETS TRACK THICKNESS.051'
TRACK MOUNTING DETAIL A 1 DE nen oul an 11ryA20 MCC-6009-150'15'1
Nr.s SET I OF 3
033-GALV STEEL INTERIOR IMPACT VINDGV FRAME WOOD JAMB ATTACHMENT TO STRUCTURE
.033'GALV STEEL EXTERIOR IMPACT WINDOW FRAME V/.5'BITE ON GLASS
DE�pRp yE C��y�E 7�p1 ?IL 6 VERTILy JAMA ATTACHMENT TO WOOD FRAME STRUCTURE
MROEDT�xTER TVIMDOV CFRNE 25 GA STEEL DOOR SKIN f/%66 VERs CRE1,;0F
FT'8CHMNNT6 TO AID PS]TSN 2T'O.C.(I 1/r EMBEDMENT)
3/16.OVERALL H1LTI KVIK HOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/r EMBEDMENT)
1/r CLEAR ANNEALED GLASS HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.(1 1/4'EMBEDMENT)
JOW PV7 INTERLAYER ITW/RAMSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT)
1/11'CLEAR ANNEALED CLASS P Y 6 VERTICAL JANH ATTACHMENT TO HALO-C-90 BLOCK
MANUFACTURED BY GUARDIAN SIMPSWI 1/1'X 3•TlTEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS
(3•APART)AT 16'O.C.O 1/2'EMBEDMENT)
HILTI 1/4• (2-3/4'KWIK-CON 11+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF
SUREBOID SB-190 FASTENERS<3'APART)AT 16'O.C.(I 1/4•EMBEDMENT)
3 STRUCTURAL ADHESIVE ?%6 V RTf N FAMH ATT NT TO GROIT D —90 OCK(2000 PSI .Rn1T)
HIL TI SLEEVE ANCHOR 3/0'X 2-3/4'STARTING 6'FROM ENDS THEN 24'OG(1 1/4'
2 3/16'X I/r SCREW-USED TO EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK)
FASTEN THE STEEL EXTERIT IMPA[T V7NDOV FRAME TO
TIE STEEL INTERIOR 1M►ACT VINDGV ERNE.
11/64'X Vr SCREW-USED TO FASTEN DECORATIVE PLASTIC MOLDED LAGS AND BOLTS CAN BE COUNTERS UNI TO PROVIDE A FLUSH MOUNTING UWACE.
VINIM FRANC TD THE ASSEMBLY RPREPARATION OF WOOD JAMBS BY OTHERS
V CONCRETE JHOLLOV BLOCK GROUTED HLOL
SECTION B-B IMPACT WINDOW-DETAIL STRUCTURE STRUCTURE I STRUCTURE k, STRl1CTURE
N.T.S.
s
1/—F2-MIN 2-3/4'W 1-vr MIN I 4' !
19' z%6 JAMB
Y 3'MM
O 7
2-
10-5/9,
10-5/0' Z.
3.
IMPACT GLAZING FASTENER DETAIL
N.T.S.
HEY DESpIP11016Kim YE BT
A LPDAED TO FBC 1010 I I RX
9 AIDED RAM MR I IVIA2 JJU
6 9, 144,E — 5� ��� L�BS"Et4f ,, e
DESIGN LOAD .�`�Q•'GENS:F�. :O
3' 20GA.STRUT LOCATED AT THE TOP +35.a PSF �`O;•V F%y, g
AND BOTTOM OF GLAZED SECTION -42.1 PSF ,stir: 'TTA 3p$
LIM _ No OOd85
ATTACHED V/(2)1/4' X 3/4' HEX HEAD .(
SCREWS AT END AND CENTER STILES TEST LOADS
+53.4 PSF
TOP SECTION -a3.i PSF i-C,,1ST OF
— LARGE � 4ORIOP�\�•,, 3
,AMSSL
- — r-- --- RET�TNT rFL �S��RtAi
INTERMEDIATE SECTION Amarr5
5 T M
N.T.S.GLAZING���- �( ! 163 CARRIAGE VINS
COAT TR!-SALEM.A.C. 2]103
OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT S 9 YODEL /650 OAR FORD SERIES 1000 8 2000
YODEL /800 STRATFORD SERIES 1000 k 2000
YODEL /950 HERITAGE SERIES 1000 k 2000
R SI&I VAN r BC DAE II/M/01 WAM Us)
8 DED®er ou I DAE n/m/w IRC-6009-150-15-1
AVAXAiF TRAa OpigURAT10N3
T. 9FFi 2 Of 3
TABLE 1 TABLE 3
DOOR TRACK ATTACHMENT SPLICE
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B I C D E F G H S
HEIGHT A B C D E I F G H I J K T 6'6" 3.5'121" 39" 57" 70"
66" 5 1/2" 18 1/4" 36 1/4" 43 1/2" 54 1/4" 67 1/2"
7' 51/2" 181/4" 391/4" 461/2" 60114^ 731/2" 7' 3.5" 21" 42" 63" 76"
T 6" 5 1/2" 15 1/4" 33 1/4" 40 1/2" 51 1/4" 69 1/4" 76 1/2" 88 1/2" 7'6" 3.5" 18" 36" 54" 72" 82"
8' 51/2" 181/4" 361/4" 431/2" 541/4" 721/4" 791/2" 941/2" 8' 3.5' 21" 39" 57" 75' 88"
8'6" 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 114" 78 1/4" 85 1/2" 100 1/2" 8'6" 3.5" 21" 42" 63" 81"1 94"
9' 5 1/2-.15 1/4" 33 114".40 1/2" 51 1/4" 69 1/4",76 1/2" 871/4' , 99" 9' 3.5" 18"136" 54" 72" 90" 100"
9'6" 5 1/2" 18 1/4" 36 1/4" 43 1/2" 54 1/4"172 1/4" 79 1/2" 901/4" 103 1/2" 9-6" 3.5" 21" 39" 57' 75" 93" 106"
10' 51/2" 181/4" 391/4" 461/2" 601/4" 781/4" 851/2" 961/4" 109112" 10' 3.5" 21" 42" 63" 81" 99" 112"
10'6" 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 81 1/4" 88 1/2" 102 1/4" 115 1/2"
11' 5 1/2" 181/4" 36 1/4" 43 112" 54 1/4" 72 1/4" 79 1/2" 90 1/4" 108 1/4" 115 1/2" 130 1/2" 10'6" 3.5' 21" 42" 63" 84" 105" 118"
11'6" 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 78 1/4" 85 1/2" 96 1/4" 114 1/4" 121 1/2" 136 1/2" 11' 3.5" 21" 39" 57" 75' 93" 111" 124"
12' 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 81 114" 88 1/2".102 114" 120 1/4" 127 112" U1451
11'6" 3.5" 21" 42" 63" 81" 99" 117" 130"
12'6" 51/2" 181/4" 361/4" 431/2" 541/4" 721/4" 791/2" 901/4" 1081/4" 1151/2" 126114" 12' 3.5' 21" 42" 63" 84" 105' 123" 136"
13' 5 112" 18 1/4-139 1/4" 46 1/2" 60 1/4" 78 1/4" 85 1/2" 96 1/4" 114 1/4" 121 1/2-1132 1/4" 12'6" 3.5" 21" 39" 5T' 75" 93" 111" 129" 142"
13'6" 5 112" 18 1/4" 39 1/4" 46 112" 60 1l4" 81 1/4" 88 1/2" 102 1/4" 120 1/4" 127 1/2" 138 1/4" 13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148"
14' 51/2" 181/4" 391/4" 46112" 601/4" 81 1/4" 881/2" 1021/4" 1231/4" 1301/2" 1441/4"
Note:As an altematiee the top section on 7'tall doors may be reinforced with(1)3"20 ga.strut on the bottom 13'6" 3.5"121" 42" 63" 84" 105" 123" 141" 154"
and(1)3"20 ga.strut on the top of the section. 14' 13.5"121" 42" 63"184" 105" 126" 147" 160"
"ADDITIONAL STRUTS MAY BE ADDED TO BODR WHEN GLAZED FOR COUNTERBALANCE PURPOSES ALL TRACK ATTACHMENT SPACING+/-2"WITH SYP OR SPF NO. 2 OR BETTER ONLY
TABLE 2 TABLE 4
DOOR SECTION HEIGHTS Max Desi Loads A a,¢ 6r
Section Center Stile Location � " CaD>En ro 2m0 112A/11 1ju
HEIGHT Btm #2 #3 #4 1 #5 #6 #7 #8 Allowed B I Am MM NN 12/19/12 IFU
Panel Type (Measured from Left
13'6" 21' 21" 21" 21" 21" �8" 18" 21" ft Width Edge) (PSF) NegltF) MAX' 14' � °°° %i SHE(��i s' 3 V
DESIGN LOAD ,.° AGE VS
13'0" 21" 21" 21" 18" 18" 18" 18" 21" 60 Short,Oak Summit 48.000 39.8 47.1 +35.6 PSF g :A�(
8 0 48.000 39.8 47.1 -A21 PSF /
12'6" 21" 18" 18" 18" 18" 18" 18" 21" Long ,: I ;*
8'2 Shat,Oak Summit 49.000 39.0 46.2
12'0" 21" 21" 21" 21" 21" 18" 21" TEST LOADS '.
11'6" 21" 21" 21" 18" 18" 18" 21" 8'2 Long 49.000 39.0 46.2 + '`Psr a. ���13'• ,TIl"C OF :1� a`
8 4 Start,Oak Summit 50.000 38.3 45.2 -63.7 PSF
11-0" 21" 18" 18" 18" 18" 18" 21„ r ? ^:�(p.51D'r"a:
10'6" 21" 21" 21" 21" 21" 21"
94 Long 50.000 38.3 45.2 LARGE455E r?amu"` "'"""C�0°°° ;
10'0" 21" 21" 21" 18" 18" 21" 96 Short,Oak Summit 51.000 37.5 44.4 REIMPACTSISTANT 8� ��AACul aN
9'6" 21" 18" 18" 18" 18" 21" 6'6 Long 51.000 37.5 44.4 V FL
9'0" 18" 18" 18" 18" 18" 21 68 Start,Oak Summit 52.000 36.8 43.5
B'8 Long 52.000 36.8 43.5
8'6" 21" 21" 21" 18" 21" 910 Short,Oak Summit 53.000 36.1 42.7 A"A R A6
8'0" 21" 16" 16" 16" 21" 163 LWRIAGC CWRT VINSTp1-SALEM, C. YTR0.!
8'10 Long 53.000 36.1 42.7
7'6" 18" 18" 18" 18" 18" 9'0 Short,Oak Summit 54.000 35.6 421 MODEL /1850 OAK SUMMIT SERIES 1000 k 2000
MODEL X1800 SI'RATFORD SERIES 1000 k 2000
7'0" 21" 21" 21" 21" 9'0 Long 54.000 35.6 42.1 MODEL /950 HERITAGE SERIES 1000 k 2000
6'8" 21" 18" 18" 21" sa DBAII BY 9E DAIE 0/M/a I woo NABFA
B DECO BY DL I DAIE 11/24/0 IRC-6009-150-15-1
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