HomeMy WebLinkAboutEngineering ' TOP FIXTURE 5-1/2'X 2-3/4"X 0.1" u
STEEL PLATE WITH ONE 5/16-18 MS W/NUT 4
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER o
7-1/2"X 3"X.071"GALV. STEEL O (6) #14 X 3/4"SELF DRILLING SCREWS 70 BE INSTALLED AT
END ROLLER HINGE CENTER STILE Z n o
W/(6) # 14 X 5/8"SMS m O CENTER STILE 0 W u
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2/DOOR I go 00 Q 5T f
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1"W X .15"THK. LATCH
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SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) -� T- _ Of 00
FASTENED W/(4) 14 X 1/2'S.M.S. — ��- - M
/6"MIN. LOCK ENGAGEMENT CONFORMS TO 0 O M
BC 1012 REGARDING GARAGE DOORS
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DOOR HEIGHT CONSISTS OF m 1 I Q LO m O 1
2 SECTIONS 18°2 SECTIONS 21' 158 DIA. GALV.AIRCRAFT TYPE ® 1` Z �' .o
8'-9" 1 SECTION 18° 3 SECTIONS 21" NABLE& NICO-PRESS SLEEVE OPTIONAL VENT L y A O O 3 '�
W/ MIN. 5 TO 1 SAFETY FACTOR F- O Z
7' 4 SECTIONS 21"- (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE V 0
OPENING AREAIN. NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN Ld Obi
7'-6' 8 SECTIONS 18"- 6"X 3"X 0.1"
8' 4 SECTIONS 18°1 SECTION—21' STEEL PLATE �J m J MAX. DOOR WIDTH
8' 3 SECTIONS 18°2 SECTIONS 21" WITH (2) #14 X 5/8"SMS m o
e'-J' 2 SECTIONS 19'J SECTIONS 21" B'-4"
B-8" 1 SECTION 18" 4 SECTIONS 21"
6 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION 66 K
e' 8 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR S b
5 SECTIONS 18'1 -SECTION 21" DOOR OPTION
9'-6" 4 SECTIONS 18"2 SECTIONS 21" g c
B'-9" 3 SECTIONS 18'3 SECTIONS 21" 7-7/8"X 3-1/8"X.010" H ry
10' 2 SECTIONS 18'4 SECTIONS 21" STEEL PLATE
-TO'-3" 1 -SECTION 18" 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4"SDS DAB DOOR MODEL 824
10'-6" 5 SECTIONS 21'- C
-To'-B" 8 SECTIONS 18°1 SECTION 21" OUTSIDE MAX. SIZE 9'-4" WIDE X 16'-0" HIGH N
11' 5 SECTIONS ' SECTIONS 21" HANDLE
18 2 END STILE 01 g g
111-3" 4'SECTIONS TF 3 SECTIONS 21° DESIGN PRESSURE RATIRGT�" +,a50 O,yPSF�
11'-6° 3 SECTIONS 18'4 SECTIONS 21" 1 °L+.' il � FDD�fPtE3
11'-9' 2 SECTIONS t8"S SECTIONS 21' ° LOCK BAR GUIDES c
B .9 c
12' 1 SECTIONS la' SECTIONS 21' INSTALLED ON END STILE c
12'-J° 7 SECTIONS 21'- WITH4
tz'-6" a SECTIONS T8'2 SECTIONS 21' () S1a X 5/a"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT *1
m u o
1 5 SECTIONS 18' SECTIONS 21" 4 18T X.6W LOCK BAR
13' J 0
13' 4 SECTIONS 18"4 SECTIONS 21" ENGAGES IN TRACK GENERAL NOTES
13'-3° 3 SECTIONS+a°5 SECTIONS 21' ON EACH SIDE OF DOOR q
13'-8" 2 SECTIONS 18"6 SECTIONS 21' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Engr..AVAO AD � PRODOCf REVISED q y
13'-0" 1 SECTION 18" 7 SECTIONS 21" OUTSIDEKEYED 0 K REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING VADCIVI,... , r wm$yht8 with tlro FlorMs q a
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN HIGH VELOCITY HURRICANE ZONE. FTS PE 70592, EW1AigCo4 9
-T4'-3" 8 SECTIONS 18"3 SECTIONS 21' ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. •'C'A'N' 5J8 Aacptape N o Ti1IIO OL
14'-6" 5 SECTIONS te"4 SECTIONS 21" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL °� ,+
14'-9° 4 SECTIONS 16"5 SECTIONS 21" DRESSING OR STUCCO. { a o 0
15'53' 2 SECTIONS 18"7 SECTIONS 21"SECTIONS.18-6 SECTIONS 21- 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEF1. �e`,;`01`\O\` Md�FroA1NCm1rd drOwlo
4.
15'-9' 9 SECTION5121"8 SECTIONS 21" 5. ANCHORING OAD SE ETAILSDURATI0NN CREAS�Sf OF TIN IS AESPRO F ANCHORS THOSE
IMO WOOD ONLY. 0� �v O e 01-09
18' 8 SECTIONS 10"14 SECTIONS 21° sheet 1 of 5
r 24 GA STEEL PANEL �u
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3/16"ALUM RIVETS 1
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FLAPS BENT OVER PANEL I Q
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.024"STL PANEL 1/2°PUNCHED HOLES
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OUTSIDE OF DOD 0 IL Q O op
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16"% 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE - END STILE
(FULLY THREADEDocl)
ONE PER BRACKET POSITIONED AT EYE LEVEL O
0
Of
ANCHORS: o M
M
{
OPTIONAL STOP MOULDING
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 2'MIN. UIA, R-ROLT BY EMBED INTO CONCRETE'POWERS w
'
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN.EDGE DISTANCE
X14 X 5/8"SMS 3/4"X 2"X 2-1/2"X 18 GA.STEEL Z~to
6 PER HINGE @ND STILE, CONNECT TO PANELS WITH B) 3/8"DIA. HLC SLEEVE BY'HILTI'
SOUTHERN PINE .. 1/2"X 1-3/4"X.059"FORMED STEEL FLAPS AND 3110"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q V)T C3 1
0.55S.C. GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN.EDGE DISTANCE INTO CONCRETE ZQ
EOG DST.:•• END STILE WITH 3/16"POP RIVETS® 12"O.C. 4"MIN.EDGE DISTANCE INTO FILLED BLOCK O O 3F O Z U °�
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P ° • 1-7/8°X 2-5/8'X.045"STEEL EDGE CONCRETE 1'c a 3000 PSI MIN. y to
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CENTER STILE,GLUED AND RNI:TED C-110 GROUT FILLED BLOCK I'm 20110 PSI MIN. _INS
• I TO PANEL W/(4)3/18°RUM DISTANCE Q N 2 0
1 1/2" MIN. I POP RNETS
R14 X 5/8°S.M.S.
4/HINGE
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0 8
° S
1.9"X 2.18° %3.3"X.102" ANCHOR TYPE A ORB((1 PER BRACKET
STEEL TRACK BRACKETS WE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING
!6E 1/4-20 SS BOLT& NUT7-1/2"X.050"GALV. STEEL2-1/8'% 1°K .078" CENTER HINGE 7-1/2"X 71"GALV. STEEL TRACK .SECTION 8-B END ROLLER HIN
FASTENED TO TRACK PLATES 7/16"PUSHNUT 1.82"DIA. % .50" _
W %4-20 X 5/8"TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON STEEL ROLLERS '
/ OTTED M.S. & LOCK NUT / q
W/.44 DIA.% 4-1/4" STEM g:J�YAI, mout).rREVISW
INTERIOR SIDE cmL
FIA P68 70592'•.
CAN.5538^ y
LMi� gQenitd drawing no.
01-09
shoot 2 of 5
2" POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE r'
5/18"X 1-5/8"UC SCREWS INTO WORD OR HORIZ.TRACK SUPPORT,
t 2-3/4"X 5-1/2°X 3°X.104" SPOT WELDED TO -1/2"TRACK o
5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS
GALV. STEEL WIT"TWO WELDS AT 1-1/2"APART rn
TOP ROLLER BRACKET(DOUBLE)
WITH 1-1/4"EMBED INTO MASONRY BRACKET EXREEDING 8 FT. IN HEIGHT-- FIRST AT 3"O.C. o
FASTENED W/(6)A 14 X 5/8"S.M.S. - _ A-"--I REST AT 9"O.C. o
CONNECTED TO FLAG BRACKET ANGLE Z
090 THK.GALV. STEEL ADJUSTABLE W/3/8-16 X 3/4"BOLT&NUT
SLIDE FASTENED TO BRACKET 2-1/2"%4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH r0
W/5/16-18 X 3/4"HEX HEAD - - WELDED TO 1-1/2"X 1-1/2°X 14 GA.ANGLE -- A J (2) 1/4-20%5/8"BOLT&NUT F ,
. SCR=&NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" O 0
o
HORIZONTAL REINFORCEMENT 0 8 a
1/2"X 1-3/4"X.059"FORMED STEEL 14 GA GALV.STEEL TRACK 2-1/BV%�1 VERTICAL TRACK
n 0 GLUED TO PANEL AND FASTENED TO SECTION A—A 0'C " o
= VERTICAL STILES WITH 999
(2)3/16"POP.RIVETS 2"%5-1/2"X.104° 0 e'Q O
=° FASTENED W/ 4)p 14% LV.8"9.MSI.
a TOP ROLLER 8 EN
CKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J z J
1/2"% 1-3/4"X.059"FORMED STEEL HEIGHT Q m`�
GLUED TO PANEL AND FASTENED TO 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 B5 86 13 BB
VERTICAL STILES WITH B'-0" 18"18" 18" 18"N/A 1" 11-3/4" 23" 34" 45" 56" 67" -
(2) 3/16"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" NIA 1" 11-3/4" 23" 34" 45" 56" 67" -
18" 18"10" 1B" 1"' 11-3/4" 23" 34" 45° 56" 67" 78-1/4"
O ��
8'-0" 21"18" 18"18" 21" 1" 11-3/4" 23" 34" 45° 56" 67" 78-1/4" Of
1ao
.82"DIA. X.50"ROLLERS x 0 AT THE BOTTOM
—SECTIONS ARE NUMBER E0 STARTING O tOj
W/ .44 DIA. % 4-1/4"STEM 0= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. O L,j M
b8 >¢t,
OPTIONAL INSULATIONS: m o
BV'DYP .pg00 t-TS 0 1.9"X 2.19"X 3.3"X .090" U a
42�
TEEL TRACK BRACKETS U ? In
_ EPS-EXPANDED POLYSTYRENE m
0 DENSITY- 1.05 PCF -3/16"HIGH J aD
ONNECTED TO TRACK WITH
= N.O.A.A07-1107.08 Z LY m
O OR ) 1/4"BOLTS&NUTS. O O 3 ,�
tv ISO-25 POLY-ISOCYANURATE m
DENSITY-2.0 PCF m U 0 Z=n
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DENSITY-0.92 PPCF TJ2
N.OA #07-1018.07 _
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0 14 GA.GALV. STEEL g
ROLLER HINGES FASTENED N ?
W/(4) J14 X5/8"SMS
oy �
MIN. .024"ROLL FORMED STEEL PANELJ3a
DRAWING QUALITY G-40
MIN.YIELD STRENGTH = 34 KSI `u
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION x g o
POLYSTER PAINTED TOP COAT - Td rc i
APPLIED TO BOTH SIDES OF STEEL
N V'
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w VERTICAL LIFT HIGH UFT STANDARD LIFT LOW HEADROOM m o W
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DOUBLE TRACK
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9Y�111A 1 a,T�iA11 :QPTIONS
12 GA.GALV. STEEL EOgr.JAW_A tM0 PRODULT REVISED o
BOTTOM BRACKET FASTENED CMI. m complying*m dw Fbxib i
W/(4) #14%5/8"SMS FLA PE 6 70592 ElundlogCO& 0
CA.N.3.538 Aop�Nnoe No t•2 )��O6 I o
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qu
058 ALUBOTT M
M PUTS O� L, Vanua drawing no.
WITH 1/8"X 1"S.M.S. 0 48"O.C. 01_09
SECTION A-A AND RUBBER WEATHERSTRIPPING
sheet 3 of 5
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ANCHOR SPACING 0O
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. o
3 B HLC SLEEVE BY HILTI_ CONC. 1-1 4 e° 1-5 8' Lj W
3 8"HLC SLEEVE BY'HILTI FILLED BLOCK 1-1 4" B. ° a Q LLL
5/78'% 1-5/8° 3/5"DYNA13OLT BY ITW CONC. 1-1 2 8"' 3-3 4
LAG SCREWS STEEL STRUCTURE BY OTHERS J 8 DYNABOLT BY'ITW' FILLED BLOCK 1-1 2 8 z yj e
AT 12°O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY POWERS CONC. 2' 8' 1-7 8 0 —eD w e-
BY DOOR SYSTEM 3 B SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 8' 1-7 8
CONCRETE Vc- 3000 PSI MIN. O O 3 on
5/16"DIA. BOLTS C-90 GROUT FILLED BLOCK I'm= 2000 PSI MIN. F O Z
e•, °•. r WITH WASHER&NUT
WOOD FRAME BUILDING; �ar tz"D.C.MAK. EDGE DIST. 1/1 m O1
STUD WALLS OR DOOR OPENING(NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3)2XG PRESSURE TREATED GRADE 2 SYP OR BETTER I 0
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1 1-1 4'%2-1 2°% 14 GA
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1-1 2° 1-1 2' CON.STEELJGLE 1-1 2
SUPPORTING STRUCTURE. ^�'�
WOOD BUCK CONNECTION TO MASONRY 12 GA.DAILY. STEEL S
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE TO PRESSURE FIAT BRACKETS 13"LONG o n
TREATED 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 12'O.C. IN DOOR OPNG.
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH AT 18'O.C.ABOVE DOOR OPNG, -u iL K
CONNECTED TO CONT.ANGLE u� C
1/4'ULTRACON BY'ElCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-1(0"X 1'X 14 GA. 'a
20"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN. EMBED GAL.STEEL TRACK
18"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4°MIN. EMBED FASTENED/TO TRACK PLATES
2-1/2' INTO EDGE DISTANCE SLOTf2. 14.4.&X508'NUTS HD.
1/4"TAPPER BY'POWERS'WITH SPACING OF C d 13 q$$
14"O.C. INTO BLOCK WALL,WITH 1-1/2"MIN. EMBED •S c 6 a
16"0.N. INTO TSTADOO PSI CONCRETE,WITH 1-3/4"MIN. EMBED ALTERNATE TRACK INSTALLATION
J'MIN. EDGE DISTANCE
3/8°LOT 13Y'ELCO' OR vo
3/B'.0 BY'RW''WITH SPACING OF '
24"O.C. INTO 3000 PSI CONCRETE,WMI 2-1/2'MIN. EMBED
2"MIN. EDGE DISTANCE a� .•• PAODUCTRBVISBD q
3/8°HLC SLEEVE BY'HILTI'WITH SPACING OF CP9T �VAV:, ,
'CNIL e 8 with the 1Plaidd
17"O.C. INTO BLOCK WALL,WITH 1-IMI MIN.EMBED,4"MIN. EDGE GIST. FLA.PE 70582 B1dtdLgCode c I
18"O.C.INTO 3000 PSI CONCRETE.WRIT 1-1/4°MIN. EMBED AND ,CA-N. 538
AcoepTe�eelNo a l0 06
2-1/2"MIN. EDGE DISTANCE ZZ
�qTHE BLOCK WALL CELLS SHALL BE TO F FILLED AND REINFORCEDWIT .'u+rauc`aCunCd�
ALL FOUR N 5 DMS EXTENDING INTO FOOTING AND INTO TIE Bfi1M5 w`O drawing no.
ALL BARS S LL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHER 01-09
sheet 4 of 5
.500
* PLASTIC COMPLIES WITH I I a o
0
DOOR PANEL SECTION 2612 OF FOC 2007 � 1
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE Cs n
1.765 1.725 Q E
IL
m
7/16"DIA.WASHER 0 j n _•
1.144 IL 9
Iz o LL
0�
#83X 3/4"SMS C
A 1 ® 8 FROM ENDS M
21 3 4 m
1I iii! 11 i AND 7"O.C. MAX. WDW. WIDTH .178 .800 O a Q G 0
. ' *EXTERIOR FRAME * INTERIOR FRAME � o a
j IIII I (4)gB X 3/4"SMS w 18 1/B" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 u
0 1-3/8"FROM ENDS _ '(p J MAX. LL Z N
AND 8-1/2°O.C. MAX. 3 N o D.L.O.
L
175 X.062 DEEP A 8ED
Hi! GROOVE
11h � 00
0 H l 1/4"POLYCARBONATE LEXAN p M
III. /. / / / 41 M
I:I BY SABIC INNOVATIVE PLASTICS
NOA#08-0305.02. W �
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j I I j GROOVE
III c N�
iii 1 1 o�
!i! 1 (4)R8 X 3/4"SMS INSIDE ELEVATION c g
0 1-3/8"FROM ENDS u $
AND 6-t/z"D.C. MAX. AISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m
11 i l m
1
! C
O R8%3/4"SMS
0 J/B"FROM ENDS 175% .082 DEEP ••
I fj AND 4-1/2"D.C. MAX. GROOVE c m 8
\\\�� S8 X 3/4"SMSr/ \� E m u o w
0 3/B"FROM ENDS --
AND 7"O.C.MAX. f- -- ---' q
_._ _ _ _ ---------------------_______ y!JAVAD'AHMAD. 1'R0DUC7'UEVJSGU -
7/18"DIA WASHER L'ML-- - - - - - - - - - -- - -- FIA.PE gg 70592 gpgpY �°FX o I
`� --- iCAN,Sfi38• AasFlmlre No "Q IO �''�
DOOR PANEL n
24 GA. (•024)STEEL MIN. 15/16°MIN. EDXTEoRIIOR
DOOR PANE �C � drowing no.
PANEL
24 Gk (.024)STEEL MIN. GLAZING BITE
01-09
WINDOW WIDTH
sheet 5 of 5
NOTES:
01. GENERAL SPECIFICATIONS SEE SHEET 1.
02. APPROX. WT. OF DOOR IS 1,755 LBS.
03. THIS DRAWING COVERS GENERAL CONDITIONS, DIMS,
I AND SPECIFICATIONS ONLY. DO NOT USE FOR
n INSTALLATION PURPOSES, INSTALLATION INSTRUCTIONS
AND DIMENSIONS ARE INCLUDED WITH SHIPMENT.
HOOD 04. DOOR DESIGNED FOR 25 CYCLES PER DAY.
MAT'L:24GA GALV STEEL ® 16" 05. DOOR DESIGNED PER FLORIDA APPROVAL #2211,
FINISH: GRAY FINAL COTE n TYPE "C" (+/-52.0 PSF) WINDLOAD.
o O6. DESIGNED PER DADE COUNTY NOA#:NOA
0 11 3 1 2"
F�N OTTOM BAR z
I W
1 9 1/2" i \— 0
GALV HAND CHAIN
4 I J
CHAIN LOCK L)
v
I
INSIDE m
6"
DIMENSIONS AND CLEARANCES AS NOTED BY
ASTERISK WMUST BE FIELD CHECKED.
FINSH FLOOR VERIFIED BY: ON:
MAKE HAND ARCH. MARK DOOR MARK
'LOCKS REDD FOR DADE CO COMPLIANCE 1 R1
AS
18'-6" JAMB OPENING WIDTH BOTTOM BAR LOCK SHOWN
a TYPE OPERATION
I IN I OUT IBOTH
n T SLIDE BOL0 0 0
CONCRETE WALL
CONSTRUCTION OPPOSITE
4000 PSI MIN
--•--------.—..—..—..----•---------------------•—••--------—
I 3
GUIDE OPENING WIDTH �I
IIII 1
6 2 3/4- SLAT: #4-18GA ACCESS 3JUN2015 ORIGINAL DRAWING
MAT'L: GALV STEEL NO. BY DATE REVISION
FINISH:GRAY FINAL COTE
WINDLOCKS: YES
OCOKSONO03/4' HILTI 4. 4--3/4" ROLLING DOORS
KWIK BOLT 3
1/2" WALL ANGLE BOTTOM BAR DETAIL
MAT'L: STEEL
GUIDE DETAIL TYPE 1 1 1/B" f-2" 2"-1 FINISH:BRONZE JOB:WALPERT
MAT'L:STEEL CONTRACTOR:
FINISH:BRONZE I ASTRAGAL
ARCHITECT:
6" --—I 1/2"
WINDLOCK BAR DISTRIBUTOR:D & D GARAGE DOORS. INC.
DADE CO SERVICE DOOR CHAIN OPER FACEMTD DRAWING NO. 1506030026 1 OF 1
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]
❑160 EXPOSURE B 9'x 7'Door =+26.7 -30.2
0160 EXPOSURE B 16'x P Door =+25.6 -28.5
60-EXPOSURE-C-9'-x-7'Doo`r:=::+-32:41-36:6=(fi•-story and max 15'
❑160 EXPOSURE C 16'X 7'Door =+31.0 -34.5. mean roof height)
0160 EXPOSURE C 9'x 7' Door =•+37.4 -42.3 (2 storyand max 30' .
❑160 EXPOSURE C 16'X 7'Door _+35.9 -39.9 . mean roofheight)
E1160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 .(1 story and max 15'
❑160 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'
[1160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height)
0150 EXPOSURE B 9'x 7'Door =+22.8 -25.8
0150 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 50 EXPOSURE C 16'x 7' Door=+26.4 _'29.5 mean roof height
❑150 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'
❑150 EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height)
17150 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# 1 -D--- 0\ 0