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7-1/2"X 2-1/4"X 10 GA. TOP FIXTURE 5=1/2"X 2-3/4."X 0.1" r,
GALV. STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER �v
WITHOUT DELRON SLEEVE ° FASTENED TO END STILE WITH TO BE INSTALLED AT M
m W/ (4) $14 X 5/8"SMS (6) N14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
® 7-1/2"X 3"X .071"GALV. STEEL °® CENTER STILES Z m
END ROLLER HINGE SEE SCH, 'A' O
WITH OPTIONAL DELRON SLEEVE 00 r~A Q g
W/(6) R 14 X 5/8"SMS a.
c'9
m 7-1/z•X 2-1 4"X .071" ° O a
GALV. STEEL C[NTER HINGE
m WITH DELRON SLEEVE 2/DOOR I a'
W/ (4) #14 X 5/8"SMS N a LL
I an -
0
1"W X .15 THK. LATCH F_ —— _—— 1 O W tC
SPRING OADED SLIDE BOLT LOCK (BOTH SIDES) - I �'$ IS$ ya,Z
N o
FASTENED W/(4) # 14 X 1/2"S.M.S. B B =y x, m C C1
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO 1r(f0 00 Q
FBC 1012 REGARDING GARAGE DOORS w $ $ O
I o 0
.158 DIA. GALV.AIRCRAFT TYPE m
CABLE k NICO-PRESS SLEEVE m - - — - —' '— -
W/MIN. 5 TO 1 SAFETY FACTOR _.—
ro
Do
_--�—
6"X3"X0.1" I — _ -' - '— — [,O--.W,STEEL PLATE
WITH (6) #14 X 5/8" SMS i� ® o w n
. a�
BRACKET BRACKET
c U a
STD. UFT DOOR LOW HEADROOM �� _ U z
DOOR OPTION I — = == = -
DOOR HEIGHT CONSISTS OF I, U) O
2 SECTIONS 18'2 m Of
SECTIONS 21" 7-7/B"X 3-1/8"X.010" , OPTIONAL VENT I O O 3
6'-9" 1 SECTION 18" 3 SECTIONS 21' —STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. COLONIAL DESIGN OPTIONAL FLUSH FACE L—A A F O Z
WOOD GRAIN DESIGN U
7' 4 SECTIONS 21°- WITH (4) #14 X 3/4"SDS OPENING AREA NOT TO EXCEED w C3 U1
7'-3" - - 120 SO. IN. U
7'-6" 5 SECTIONS 16"- MAX. DOOR WIDTH
7'-9" 4 SECTIONS 16"1 SECTION 21' CENTER STILE 18'-2" p
8' J SECTIONS 16"2 SECTIONS 21' OUTSIDE DAH DOORS INC.
e'-3" 2 SECTIONS 18"3 SECTIONS 21" HANDLE INSIDE ELEVATION
END STILE Hurricane Master®Model 824/811
1 SECTION 18" 4 sEctloHs 21" RAISED PANEL EMBOSSED DOOR Max. Size 18'-2" X 16'-0" High
B'-9° 5 SECTIONS 21"-
9' 6 SECTIONS 16"- With Window Lite Option
9'-3" 5 SECTIONS 18"1 SECTION zt" LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT sS
9'-8" 4 SECTIONS 16`2 SECTIONS 21" INSTALLED ON END sraE -DESIGN_RRESSURE-RATING = +x—.40:0-'Ps
F o R
3 SECTIONS 18'3 SECTIONS 21` WITH (4) #14 X 5/8"SMSc
10' 2 SECTIONS IB"4 SECTIONS 21" " 4 —�""_ - =�--�-44lO_P� o F
10'-3" 1 SECTION 1B" 5 SECTIONS 21° .18T% .6W LOCK BAR GENERAL NOTES a
ENGAGES IN TRACK
10'-6` 8 SECTIONS 21"- a
10'-9° 6 SECTIONS 18"1 SECTION 21" ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m
11' S SECTIONS 18"2 SECTIONS 21"3 OUTSIDE KEYED LOCK CB4EER STILES CONFIGURATION REQUIREMENTS
EQUIIR VELOCITY HURRICANE ZONE
BUILDING CODE 2010 EDITION INCLUDING
--fl'-3" 4 SECTIONS 18"J"SECTIONS DOOR WQIDTHS OF CENTER STILES HIGH
11'-8" SECTIONS te"4 SECTIONS 21° LOCK BAR LOCKING SHOWN ® ®® (ISI 6'-0"TO 9'-10" 2 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11'-9" 2 5 SECTIONS 18" SECTIONS 21" ALTERNATE TO LOCKS SHOWN ABOVE L ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL m o
10'-0°TO 11'-10" 2
12' 1 SECTIONS 18"6 SECTIONS 21" -- �-- DRESSING OR STUCCO. o
12'-0'TO 13'-10" 3 •m
12'-3" 7 SECTIONS 21"- 3. ALL BOLTS, NUTS AMD,WASHERS SHALL BE ZINC PLATED CARBON STEEL. -
8'-0"TO W-10" 14'-0"TO 15'-1 4 >
12'-B" 6 SECTIONS 18"2 SECTIONS 21" a<m y
12'-9' S SECTIONS tB'J SECTIONS 27° DOOR WIDTHS t5'-11"TO ls'-2" 5 4, ANCHORING ORI.OAISIEIG CONOETIONS OTHER THAN THOSE SHOWN IN
13' 4 SECTIONS IS"4 SECTIONS 21" THESE DETAIL,ARE NOT'PART.OF THIS APPROVAL 0
3 SECTIONS 18"5 SECTIONS 21" ®� ® ® 11111 ® ®® 5. A LOAD OURAIION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
13'-6" 2 SECTIONS 18"6 SECTIONS 21" Engr:JAVAO,AHMAD
13'-9" 1 SECTION 18" 7 SECTIONS 21" H `"fl��p — -1 CMML'' PROOIICI'RENLTW'ED \ 33
ILA.PE A�p 70592
ta' 8 SECTIONS 21"- I 10'-0"TO 11'-10" 14'-0"TO 15'-10" I C.AN:b538 wO0 Building C&& PLeddll
14'-3" 6 SECTIONS 18.3 SECTIONS 21" Ba11dEn{Cade
_T4'-6" 5 SECTIONS 18"4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS Aaoeplelrotve�-1 17, E r� 9 L
115' 4 SECTIONS IB"5 SECTIONS 21" _ n Q irrfs....�..�+Y� n'f/ °
16' 3 SECTIONS 1B°B SECTIONS 21" L�,1 O
6*
15'-3" 2 SECTIONS I.
1!Y l owing n0.
-TV-8' 1 SECTION 18° a SECTIONS 2I' I \ ---
MLF i ryud6ecbntrul 05-03
15'-9" 9 SECTIONS 21"- I 12'-0"TO 13'-10" I 15'-I1"TO 15'-2" I
16' 6 SECTIONS 16"4 SECTIONS 21" EFF^^^--- DOOR WIDTHS DOOR WIDTHS sheet 1 of p ,
24 GA. STEEL PANEL `4. ,
4W/SS
1/2"X 1-3/4"X 16 GA ZFORMED TUBE®TOP ® FLAPS BENT OVER PANEL 0
OF EACH PANE --
18 GA.X 2-U.BA X EINF X 2GALV.STEEL U.BAR REINFORCING TRUSSTRUFASTENED TO VERTICAL INTERMEDIATE STILES1/2"PUNCHED HOLES I TWO# 14 X 5/8°S.M.S.AND TO END STILE
W/FOUR# 14 X 3/4"SELF DRILLING SCR. O 4"O.C. O CPj V
V� M
I Owl) o
j O
0 ��� 3
3/16"POP RIVETS I Q w a g
16 GA. X 2-1/4"X 3/4"X 2" 16 GA.X 2-1/4"X 3/4"X 2" AT 4"O.C.
GALV.STEEL U.BAR REINFORCING TRUSS GALV.STEEL U.BAR REINFORCING TRUSS (6) FOR 21"STILES 1 ) 19
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 1
V BOTTOM TE PANEL TRUSS FASTENED TWO TO W/TWO A 14 X 5/B"S.M.S.AND TO END STILE (5) FOR 18"STILES Q w
VERTICAL INTERMEDIATE STILES W/1W0 - -
_ #14 X 5/6"S.M.S.AND TO END STILE W/FOUR a 14 X 3/4"SELF DRILLING SCR. I 0
W/FOUR#14 X 3/4"SELF DRILLING S. _ _ 16 GA. X 2-1/4"X 3/4"X 2° I
GALV. STEEL IJ BAR REINFORCING TRUSS
1/2"% 1-3/4"X iB GA - - _ _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES I
OPEN TUBE®BOTTOM W/TWO B 14%5/8"S.M.S.AND TO END STILE
OF EACH PANEL
W/FOUR�/ 14%3/4"SELF DRILLING SCR.
O 0�
O M
R_Z
O � �OMSEAL ALUM PLATE
WITH 1/8°X 1"S.M.S. ® 27"O.C. END STILE Q Z I2-Ol 1a`)
AND RUBBER WEATHERSTRIPPING O — z
.024" STL PANEL N 00))p I
1ST SECTION BOTfOMI D- m
(__ INTERMEDIATE SECTIONS TOP SECTION Q
REINFORCING TRUSS OUTSIDE OF DOD F O z
REINFORCING TRUSS REINFORCING TRUSS O z
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL = w O�
OPTIONAL STOP MOULDING m
BY DOOR INSTALLE Q N 3
STEEL TRACK BRACKET FASTENED N14%5/8"SMSA: 0 2
TO WOOD JAMB WITH 6 PER HINGE
3/4"%2"%2-1/2"X.048"STEEL O
5/16"% 1-5/6"LAG SCREW -ENO STILE,CONNECT TO PANELS WITH
1/2"%1-3/4"%.058"FORMED STEEL
(FULLY THREADED)) GLUED TO PANEL AND SECURED TO FLAPS AND(4)3/18"ALUM RIVETS
HEX WASHER HEAD TYPE A OP RIVETS SEE DETAIL ABOVE
END STILE WITH 3/18°POP RIVETS®.12"O.C. POP RIVETS SOLID BRASS DOOR VIEWER
SOUTHERN PINE AND PUNCHED FLAPS 9
0.55 S.G. 3/4"X 1-7/e°X 2-1/2"%.049" BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9 16" DIA. HOLES IN CENTER STILE
'°Qe' STEEL CENTER STILE, EDGE Si
.• ',j FOR QUANTITIES SEE SHEET 1 DISTANCE POSITIONED AT EYE LEVEL o
GLUED AND RIVETED TO PANEL
.1 1. MIN.
4/1
HINGE M's.
S.M.S. POP RNETS �•, ,°�°, II1'31t6 °�
1-3/18"j
ly 3/8"POWER-BOLT BY'POWERS' -
2"MIN. EMBED INTO CONIC. p 0 C
2"MIN. EDGE DIST. '� d
ONE PER BRACKET
1.9°%EEL X K B X 090° SEE SHEET 3 FOR BRACKET SPACING d t m
STEEL TRACK BRACKETS I 1 1 I O
SEE SHEEP 3 FOR SPACING I
(2)3/16"RIVETS -- En9�f:JAVA All PRODUCT RENEWED
2-1 B"X 1"X .078" TOP&BOTTOM ,:CWIL B iY dfe'Flotly $
/ FLA.PE 70592 EAdldCode
GALV. STEEL TRACK 7HINGE
1 4 20 SS BOLT 1I , EAcRyfMa NoFASTENED TO TRACK PLATES// / 7-1/2"X 3"X.071" &NUT preilan �W/ 1SE.XM.d LOCK NUT GALV. STEEL CENTER 1 Hy 9� 7/16"PUSHNUT HINGE 7-1/2" o BY Pnlduy CpyT01 drGwinINSTALLED ON ROLLER SHAFT g no•
END ROINTERIOR SIDE ON%TEELwROLLERS
05-03
SECTION 8-8 W/ .44 DIA. X 5"STEM
sheet 2 of 5
RNETS 2 X E X 1/e"HORIZ.TANGIE
RACKr,5/18"% 1-5/6"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT. SPOT WELDED TO HORIZ.TRACK V/POP
2-3/4"X 5-1/2"X 3"X .104" 5/16°SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS GALV.STEEL � WITH 7W0 WELDS AT 1-1/2"APART M
TOP ROLLER BRACKET(DOUBLE) WITH 1-1/4"EMBED INTO MASONRY 'EXREEDING B FT. IN HEIGHT FIRST AT 3"O.C. of
3 PER BRACKET I I A REST Al9"O.C. 1O
FASTENED W/(6) 14%5/8"S.M.S. - _ I I '� o
CONNECTED TO
FLAG
BRACKEGO TT ANGLE Z n )v
090 THK.GALV. STEEL ADJUSTABLE 2-1/2"X 4-1/4"X 13 GA.STEEL PLATES AND
TOSPRING5-16 X /HAFT GUIDE WITH L� W
SLIDE FASTENED TO BRACKET WELDED TO 1-1 2 X 1-1 2 X
W/5/16-18 X 3/4"HEX HEAD - - /" /" 14 GA,ANGLE -- A -1 (2) 1/4-20 X 5/6"BOLT&NUT P w
M.SCREWS&NUTS. FASTENED TO TRACK - -- Q IL IFIF
WITH(4) 1/4-20 S5. BOLT& NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" OIL
VERTICAL w
IY O
RACK
14 GA.GALV.STEEL TRACK 2-1/8 X 1I-XT.80' V O ryro�i
HORIZONTAL REINFORCEMENT SECTION A-A 0'C w M S
Dago
1/2"X 1-3/4"X.058"FORMED STEEL Q fy
GLUED TO PANEL AND FASTENED TO 2-X 5-1/2"X.104' �Nfi p
VERTICAL STILES WITH K
GALV.STEEL
(2)3/16"POP RIVETS FASTENED W/(4)N 14 X 5/8'S.M.S. a w
TOPP R LLER BRACKET FOR
LOW HEADROOM DOOR OPTION • SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT DOOR Q
1/2"% 1-3/4"%.058°FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 92 B3 84 B5 B6 B7 88
OWED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6'-0" 1B" 18" 18"18"N/A 1" 11-3/4" 23" 34" 45" 56" 67" - O
- (2) 3/18"POP RIVETS , 6'-6" 21"18" 18"21"N/A 1" 11-3/4" 23" 34" 45" 56" 67" -
5/16"MEETING RIB 7'-0" 21"21" 21"21"N/A 1" 11-3/4" 23" 34" 45" 58" 67" -
7'-6" 1 B" 18" 18"18" 18" 1" 11-3/4" 23" 34" 45' 56" 67" 78-1 4"
1.62"DIA X .50"ROLLERS Fi 8'-0" 21"18" 18"10" 21" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" wO 00
® W/.44 DIA.X 4-1/4"STEM =w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O r,Oj
= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w M
OPTIONAL INSULATIONS: z w W >
BY'D'YP AeT PROD CTS t .' a CJ Q
EPS-EXPANDED POLYSTYRENE a S c0 U x
DENSITY- 1.05 PCF o 1.9"X 2.19"X 3.3"X.090" < F
N.O.A. #07-1107.08 STEEL TRACK BRACKETS O Z Z
OR m 2-3/16"HIGH W
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH U)rn O 1
DENSITY 2.0 PCF ) 1/4"BOLTS&NUTS. O O .
_ N.OA. #07-0301.10 e V O Z
OR m
W O 4
BY'INSULFOAM IIC'
N Ol LJ
DENSITY a 0.92 PCF _ mm
N.O.A. H07-1018.07
14 GA.GALV.STEEL O
ROLLER HINGES FASTENED
W/(6)#14 X 5/8"SMS m
MIN. .024"ROLL FORMED STEEL PANEL
oW
DRAWING QUALITY G-40
MIN.YIELD STRENGTH-34 KSI
WITH PRIMER AND BAKED-ON u
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION m
APPLIED TO BOTH SIDES OF STEEL
a
N o a G
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM a m
12 GA.GALV. STEEL DOUBLE TRACK 0
BOTTOM BRACKET FASTENED A�V�/A������� JRACK OPTIONS
J W/(4) d14 X 5/8"SMS """"Y� •,. •. q
CIVIL. ..PRODUCT RBNS".0
BOTTOM SEAL ;.•FLA:'PE•9.7U59� aQ.*bl8 wN11 d.Fig"
gD�
WITH ALUM PIATE O.A,N:335538 Ao011oscoft "� 9 / �' � �•
WITH 1/8"% 1"S.M.S.® 48"O.C. -
AND RUBBER WEATHERSTRIPPING
SECTION A- � M 1 �� drawing no.
SEE SHEET 2 FOR LOCATION 05-03
OF REINFORCING TRUSSES sheet 3 of 5
r
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0
Z h 7J
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O F
J O
V
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0
0.4
002
0
U.zNLL�
3a
4 HE
L
00
ANCHOR SPACING O M
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. O
3/8"HLC SLEEVE BY'HI LTI CONC. 1-1 4 8" 2" W
3 8"HLC SLEEVE BY'HILTI' FlLLED BLOCK 1-1 4 8' WU' Q
5/16"X 1-5/6' 3 8"DYNABOLT BY ITW CONC. 1-1 2 8" 2-3"4 Z �
LAG SCREWS STEEL STRUCTURE BY OTHERS I§DYNABOLT BY'IW FlLLED BLOCK 1-7 8"
B" Z
AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY POWERS CONC. 2" 5" 2" — W e
BY DOOR SYSTEM 3 B SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 B" 3" Q U)M O I
CONCRETE V.a 3000 PSI MIN. O O
C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN.
' WITH DIA. BOLTS OQ Z
,'e°,
WITH WASHER h NUT W
WOOD FRAM BUILDING S ;• AT 12"O.C. MAX. EDGE DIST.
SND WALLS OR DOOR OPENING(NOT BY DAB DOORS) I Q❑
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3)2XB PRESSURE TREATED GRADE 2 SYP OR BETTER
\>' O
WOOD STUDS. '
SND WALLS TO BE DONT. FROM FOOTING TO TIE BEAM. 1-1/4'X 2-1/2'X 14 GA
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-1/2^ 1-1/2" ~—CON7L STEEL ANGLE 1-1/2' Y
SUPPORTING STRUCTURE. C
WOOD BUCK CONN TION TO MASONRY 12 GA GALV.STEEL
PIAT BRACKETS t3"LONG b
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE H PRESSURE AT 12"D.C. IN DOOR OPNG. c
TREATED 2X6 SYR WOOD JAMBS WHICH SHALL BE ANCHORED MN AT 1B"O.C.ABOVE DOOR OPNG. 2 u
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH CONNECTED TO CONT.ANGLE
1/4'ULTRACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE
2-1/B"X 1°X 14 GA
13"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN. EMBED GALV, STEEL TRACK v i
10"O.C. INTO
3000 PSI CONCRETE, WITH 1-3/4"MIN.EMBED FASTENED TO TRACK PLATES
3"MIN. EDGE DISTANCE SLOTTED IFAS.0X5/8"&LOCK NUT FID.
1/4'TAPPER BY'POWERS'WITH SPACING OF c m
8'O.C. INTO BLOCK WALL,WITH 1-1/2"MIN. EMBED
10"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED m
3°MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION > a
3/8"CONFLEX BY'ELCO' OR c m u
3/8
LCT 13YINTO
RW'WITH SPACING OF
O
3" IN. INTO DISTANCE PSI CONCRETE,WITH 2-1/2"MIN. EMBED '
3'MIN. EDGE DISTANCE E dr.JAV .AHMAD PROWCT REN6WfiD
3/8'HLC SLEEVE f1Y'HILT]*WITH SPACING OF CML' owteplyFlrgwtIhthcFto N j 3
11'O,C. INTO BLOCK WALL,WITH 1-1/4'MIN.EMBED,4"MIN. EDGE DIST. FIA PE®\70582 Build4g Cbdc .� 3
12'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND Com,N. X38 ����� Z •. }•
2-1/2'MIN. EDGE DISTANCE Ac o�1 6+ohWllnm �, E v
ij
WITH THE BFLOUR/H{OCK W5LBARSL EXTENDINGSHALL EINTO FOOTING DGROUT FILLED DIWONTIERBEAMS CED
ALL BARS SFIAEAT,�11 �� O
LL BE CONTINUOUS FROM TIE BMS TO FOOTING. 0 P1oClxfCamtd drawing no.
PREPARATION OF JAMBS BY OTHER 05-03
sheet 4of 5
F�-aF °
* PLASTIC COMPLIES WITH .250 I I U "a
" DOOR PANEL SECTION 2612 OF FBC 2007
I
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
Z m ',
O
1,765 1.725 Q a
N
7/16"DIA.WASHER O w n
L144 IL
ja"
0Ob pe x J/a°sMs21 3/4" 6
I o
1 � I ®J/B �"FROM ENDS MAX. ,pb y 800
O j ill I i AND 7°O.C. MAX. WDW.WIDTH O IL a p �'p�
I ' * EXTERIOR FRAME * INTERIOR FRAME a M N
(4)(78%3/4"SMS 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
I i!I I o B"FROM ENDS w -4 1-3 \ MAX
/ 3 \o D.L.O. 1 01
AND 6-1/2"O.C. MAX. p ul J CI M
1 H'
1: -
!III
ILII 175 X.062 DEEP
I!I! GROOVE
:111
•I:j
111j C)
I!I! 1/4"POLYCARBONATE LEXAN j j j j oIr�j
1:1 BY SABIC INNOVATIVE PLASTICS
NOA p08-0705.02. Q"
� .�
Ij I' Q U-
VK
pD W
G1 Z
N rn O I
J ihi Z
S o [il 11 0 5 3
IIII U 0 Z 2 ur
w
mm R
i!I:1
lvl - `"i! ! Q N S
iili O
-
175 X .062 DEEP 4'1 •� L�
GROOVE
Ell,
- .. -
z.
!Ii 8 p
'i! ( (4) 18 X 3/4"SMS INSIDE ELEVATION c
® 1-J/B"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS h S"
j jlj r AND 6-1/2"O.C. MAX. v 5 1i
I
1 #8 X 3/4"SMS '
O j III I ®J/B"FROM EN175 X.082 DEEP
j I AND 4-1/Y DS O.C. NDS GROOVE o w s
N - o
BB%3/4"SMS
®3/8"FROM ENDS
AND 7"O.C. MAX.
Engr:JAVAD AHMAO
m
CML PRODUCTRBNBWED_ _ _ _
7/16"DIA.WASHER FLA.PE 092 as*amiAyfi*with the Forid8
o
DOOR PANE
24 GA.(.024) STEEL M ANEL NI. EXTERIOR ^r1or�,
240GAP 024)STEEL MIN. 15/18"MIN. D.L.OPG. CfA
%e 1. Mme!' �d drawing
GLAZING BITE 05-03 3
WINDOW WIDTH
sheet 5 of 5
These Tables Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
r-11 60 EXPOSURE B 9'x 7' Door =+26.7 -30.2
❑160 EXPOSURE B 16'x 7' Door =+25.6 -28.5
❑160 EXPOSURE C 9'x 7' Door = +32.4 -36.6 (1 story and max 15'
❑46Q EXPOSURE C 16'X T Door
1+31.0 -34 5 mean roof height)
1771160 EXPOSURE C 9'x 7' Door =.+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7' Door -+35.9 -39.9 mean roof'height)
1-71160 EXPOSURE D 9'x 7'Door=+39.3 -44.4 (1 story and max 15'
F1160 EXPOSURE D 16'x 7'Door=+37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=.+44.3 -50.2 (2 story and max 30'
❑160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height)
F11 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8
[_]l 50 EXPOSURE B 16'x 7' Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
Ell 510 EXPOSURE C 16'x 7' Door=+26.4 -'29.5 mean roof height
0150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
❑150 EXPOSURE C 16'x 7' Door +30.6 -34.1 mean roof height)
❑150 EXPOSURE D 9'x 7' Door = +33.6 -38.0 (1 story and max 15'
0150 EXPOSURE D 16'x'7' Door = +32.1 -35.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
❑150 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product-approvals
available at the time of inspection.
■ Glazing in Garage.doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval#