HomeMy WebLinkAboutEngineering TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" U
r STEEL PLATE WITH ONE 5/16-18 MS W/NUT 4 m
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER 0
7-1/2"X 3"X .071"GALV. STEEL 0 (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
END ROLLER HINGE CENTER STILE Z n o
W/(6) A 14 X 5/8"stnsw „
p p CENTER STILE 0
A
00
0 o
V2LR 0opo7-1/Y'GALV. STEEL + / d 0.
14GX 1/2"SMS I 6 Gs �E � W0D.= J(9 mt
I s o 0
I � g� �� O
I
"W X .15"THK. LATCH r'.
SLIDE BOLT LOCK (BOTH SIDES) - - _ OD
) 14 X 1/2"S.M.S. — - - M
ENGAGEMENT CONFORMS TO DING GARAGE DOORS I w C
N = a
coz
ODOR HEIGHT CONSISTS OF m 1 JQ to m O I
B'-8" 2 SECTIONS 18"2 SECTIONS 21' .158 DIA. CALV.AIRCRAFT TYPE
e'-9" 1 SECTION 18" 3 SECTIONS 21 W/MINE 5 TONICO-PRESS
FACTOR OPTIONAL VENT L-'A F O Z
7' 4 SECTIONS 21'- (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE L) O
m OPENING AREAIN. NOT TO EXCEED [COLONIAL DESIGN WOOD GRAIN DESIGN w
7'-6' 5 SECTIONS 18"- 6"X 3"X 0.1" I In N d
7'-9' 4 SECTIONS 18"i SECTION 21" STEEL PLATE Ll MAX. DOOR WIDTH 0 = F
B' 3 SECTIONS 18"2 SECTIONS 21" WITH (2) #14 X 5/6"SMS - � o
2 SECTIONS 18'3 SECTIONS 21" W-4" 0
1 SECTION 18' 4 SECTIONS 21"
W-9" 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
e' 8 SECTIONS TO"=--- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
9'-3" 5 SECTIONS 18'1 SECTION 21" DOOR OPTION s
9'-6" 4 SECTIONS 18"2 SECTIONS 21" o^o
B'-9' 3 SECTIONS 18'3 SECTIONS 21" 7-7/8"X 3-1/8"X.010"'
10' 2 SECTIONS 18'4 SECTIONS 21" STEEL PLATE Q
10'-3" 1 SECTION 18" 5 SECTIONS 21" CENTER STILE WITH (4) #14 X 3/4"SDS DAB DOOR MODEL 824 O Q
tW-B" 15 SECTIONS 21'- MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
OUTSIDE o F
T
8 SECTIONS 16'1 SECTION 21' HANDLE END STILE w h
n' S SECTIONS 18"2 SECTIONS 21' DES GN PRESSURE RATING .:_# 50,0 PSF
-Ti °
-34'SECTIONS 18'3 SECTIONS 21°
11'-8" 3 SECTIONS 18"4 SECTIONS 21' } t BD:O-fPSEa e:
11'-9" 2 SECTIONS 18 5 SECTIONS 21' Lii ado$
LOCK BM GUIDES c m m o
12' 1 SECTIONS IB'B SECTIONS 21' INSTALLED ON END STILE �O
1Y-3' 7 SECTIONS 21'- WITH (4) N14 X 5/8" stns MISSILE IMPACT $ c m o W LL
12'-8° 8 SECTIONS 18'2 SECTIONS 21' " !7 THIS PRODUCT IS RATED FOR LARGE ` O
12'-9" 5 SECTIONS 18"3 SECTIONS 21' 0 18T X.6W LOCK BAR 0
+3' 4 SECTIONS 18"4 SECTIONS 21' ENGAGES IN TRACK GENERAL NOTES s q
13'-3" 3 SECTIONS 1B'5 SECTIONS 21' ON EACH SIDE OF DOOR
13'-8' 2 SECTIONS 18 6 SECTIONS 21' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Engr:JAVA9 AD• PRODLCTYEV19Bp
13'-9" 1 SECTION 18" 7 SECTIONS 21" OUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING CIVIC:.., , reDw$yhg with the FlorMs 4 r
14' B SECTIONS 21'- LOCK BAR LOCKING SHOWN HIGH VELOCITY HURRICANE ZONE. I,PE p 70592. BId1CIeq Cine No
14'-3' 6 SECTIONS 18"3 SECTIONS 21' ALTERNATE TO LOCKS SHOWN ABOVE 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. •'S'A'N'IS538 Aec omm No 2-01-POG
14'-6' 5 SECTIONS 18"4 SECTIONS 21" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
14'-9' 4 SECTIONS 18T5 SECTIONS 21' DRESSING OR STUCCO.
BY
15' 3 SECTIONS.18'B SECTIONS 21' 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. el�Q�\ M P.Ak�Car&, drawio
15'-3° 2 SECTIONS 18"7 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN -Q.I eb�,
IS'-8' 1 SECTION IB' B SECTIONS 21" THESE DETAILS ARE NOT PMT OF THIS APPROVAL.
15'-9' 9 SECTIONS 16' B SECTIONS 1 180"'- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O� 01-09.
4 SECTIONS 21" � 9h0eL 1 Of rj
24 GA STEEL PANEL
3/16"ALUM RIVETS
0�
FLAPS BENT OVER PANELIt
Q a
IL
0�, a
.024"STL. PANEL 1/2"PUNCHED HOLES
®4"O.C. I 0'K 8
OUTSIDE OF[)DO 0 e•<p
I Q:DODO
I aw3�y �•
I LL Z N� d
Q W r1�C F
WITH
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0
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB'LA BY .SCHLAGE SECURITY HARDWARE'
5/16"% 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL END STILE IX OD
O
ANCIIORS: M
OPTIONAL STOP MOULDING 41 M
FOR CONNECTION OF WOOD B4�STT::!
BY DOOR INSTALLER A) 3/8"DIA. POWER-BOLT BY'POWERS' W >
TO MASONRY SEE NOTE ON S 2'MIN. EMBED INTO CONCRETE C7 Q
1-7/8"MIN. EDGE DISTANCE
X14 X 5/8"SMS C) EJL �
6 PER HINGE 3(4"X 2"X 2-1/2"X 18 GA.STEEL 99 Z
ND STILE, CONNECT TO PANELS WITH B) 3/8"DI H SLEEVE BY'HI TI' — Z m
SOUTHERN PINE 1/2"X 1-3/4"X.059"FORMED STEEL FLAPS AND 3116"ALUM RIVETS 1-1/4"MIN, EMBED INFO CONCRETE OR FILLED BLOCK Tn CD p I
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE MIN. EDGE DISTANCE INTO CONCRETE
m
0.55 S.C. a END STILE WITH 3/18"POP RIVETS 0 12"O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCK U O Z(7
•�• 1-7/8'X 2-5/8°X.045"STEEL CONCRETE f'c a 3000 PSI MIN. y O'o $(
CENTER STILE, GLUED AND RIVETED EDGE DISTANCE C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
I TO PANEL W/(4)3/16"RIVETS
1 1/2"MIN. I POP RIVETS
X14 X 5/8'S.M.S.
4/
HINGE
\,•. E7
G
c�
1.9"X 2.19"X 3.3"% 102" ANCHOR TYPE A OR B 2
PER BRACKET
STEEL TRACK BRACKETS WE SHEET 3 FOR BRACKET SPACING c s g
SEE SHEET 3 FOR SPACING IE I
N u
I 7I
1/4-20 SS BOLT do NUT c m o m$
7-1/2"% .050"GALV.STEEL
2-1/8"X 1"X .078" CENTER HINGE 7-1/2"X 3"% 071"
DAILY. STEEL TRACK SECTION 8—B END ROLLER HINGE
FASTENED TO TRACK PLATES 7/16"PUSHNUT 1.82"DIA. X .50"
W/ 1/4-20 X 5/B"TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS J
$LOTTED M.S. h LOCK NUT W/.44 DIA. X 4-1/4"STEM fig}:JAVPO.AILD.• pp7•(LgyTSgp 4
INTERIOR SIDECIVIL .cmVIyfmwiIbthsF Aa q`
•FIA.PB,T 70592'•.
Code
CAN.�53BDallift06 g J �•
aQnrd drawing no:
01-09
sheet 2 of 5
" lPOP RIVETS
" 5/18"% 1-5/8"IAC SCREWS INTO WOOD OR 2 X 2 X 1/8"HORIZ.ANGLE 2-3/4"X 5-1/2"X 3'X.104" HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK
} CALV. STEEL 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2"APART rn
TOP ROLLER BRACKET(DOUBLE) WITH 1-1/4"EMBED INTO MASONRY E%REEDING 8 FT. IN HEIGHT FIRST AT 3"O.C.
3 PER BRACKET ��
FASTENED W/(6) 0 14 X 5/8"S.M.S. - _ A�-, REST Al 9"O.C.
CONNECTED TO FLAG BRACKET ANGLE 7` n
090 THK. GALV.STEEL ADJUSTABLE W/3/8-16.X 3/4° BOLT&NUT 0 F
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH Z
W/5/16-18 X 3/4" Ll
HEX HEAD - - WELDED TO 1-1/2"% 1-1/2"X 14 GA,ANGLE -- A—J (2) 1/4-20 X 5/8°BOLT&NUT H
. SCREWS&NUTS. FASTENED TO TRACK - __
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O O
a�
�a
HORIZONTAL REINFORCEMENT O 8 a
RACK
1/2"X 1-3/4"%.059"FORMED STEEL KrICAL 14 GA.GALV. STEEL TRACK 2-1/8VEX 1 XT.80"
N GLUED TO PANEL AND FASTENED TO SECTION A-A d¢
VERTICAL STILES WITH
o (2)3/16"POP RIVETS 2"%5-1/2"%.104" O ILcd a o
cALY.STEEL O 0^
m a FASTENED W/T4)g 14 X 5/8"S.M.S. Q 3 S N
TOPP R LLER BRACKET FOR LL Z Ind
LOW HEADROOM DOOR OPTION w tg m
HORIZONTAL REINFORCEMENT DOOR SECTION HEIGHTS BRACKET PLACEMENTS J 2 ry
1/2"X 1-3/4"X .059"FORMED STEEL HEIGHT Q w e1 S
GLUED TO PANEL AND FASTENED TO 1ST 2ND 3RD 4TH 5TH Bi B2 B3 84 B5 86 87 BB
VERTICAL STILES WITH 6'-0" 18" 18" 18" 18"N A 1" 11-3/4" 23" 34" 45" 58" 67" -�
(2) 3/18"POP RIVETS 6'-8" 21"18" 18"21"N/A 1" 11-3/4" 23" 34" 45" 56" 87" -
_V511
6"MEETING RIB 7'-0' 21"21" 21"21"N A 1" 11-3/4" 23" 34" 45" 56° 67" -
7'-6" 18" 18" 18" 18" 1B" 1 11-3/4" 23" 34" 45" 56" 67" 78-1/4"
F= 8'-0" 21"18" 1B" 18" 21" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" Of ro
1.82"DIA. X .50" ROLLERS =0 •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
W/ .44 DIA. % 4-1/4"STEM = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. C3 kj M
zK a
12
OPTIONAL INSULATIONS: m
BY'DYPI AST PRODTS O 1.B"X 2.19"%3.3"% .090" USN a
._ EPS-EXPANDED POLYSTYRENE STEEL TRACK BRACKETS ?I-ZZ
DENSITY- 1.05 PCF 2-3/16"HIGH a0 W m
N a N.O.A. 007-1107.08 CONNECTED TO TRACK WITH Q In Om 0 I
SO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. O O 3
m DENSITY-2.0 PCF m v O Z
N.O.A. 07-0301.10 W N
OR V) m
BY'INSLn FOAM LLC' mQ
DENSITY—0.92 PCF __ O N 2
N.O.A. 007-1016.07 _
m O
M
m
®' 14 GA.GALV. STEEL
ROLLER HINGES FASTENED a
W/(4)014 X 5/8"SMS m m vzi�$ N
ROIL FORMED STEEL PANEL
DRAWING w
DRAWING QUALITY 0-40 g
MIN.YIELD STRENGTH = 34 K51 `u $S
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION 0 0 3 g
POLYSTER PAINTED TOP COAT z i5..g
APPLIED TO BOTH SIDES OF STEEL
N ID
O J o a ryry ry
w N —N N u
w a VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM 0 m o W LL
DOUBLE TRACK `
PTIONS
12 GA.GALV.STEELngr.JAVAD AI1�TA0.. FRomer RBVISBD q
BOTTOM BRACKET FASTENED CML ascomPlyiajwilhdwFlodds
W/(4) 014%5/8"SMS {
CA.N.5538592 Aoogtmn No 12- )��O6 6 ,
O BOTTOM +' FW—ioa /(o o 5
.058 ALUM PLATE '�'0`, M O'er drOwl,,
WITH 1/8"X 1"S.M.S. ®4B"O.C. 0
01-09
SECTION A-A AND RUBBER WEATHERSTRIPPING
sheet 3 Of 5
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ANCHOR SPACING 0O M
ANCHORS STRUCTURE I EMBED ISPACINGIEDGE DIST. o M
3+B;HLC SLEEVE BY HILTI CONC. 1-1 4 B" 1-5 8
HLC SLEEVE BY HILTI FILLED BLOCK 1-1 4 B" 0 Q
3/e"DYNABOLT BY ITW' CONC. 1-1 2 0"
5/18'X 1-5/8° U a
LAO SCREWS STEEL STRUCTURE BY OTHERS 3/8"DYNABOLT BY'ITW FILLED BLOCK z uj
AT 12"D.C. MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY POWERS CONC. 2" 0" 1-7 0 -co w m '
BY DOOR SYSTEM 3 B SLEEVE-All BY 'POWERS'
CONIC. 1-1 2 B° 1-7 8 (A O>p I
re
CONCRETE 1'c- 3000 PSI MIN. O O Ir 3< '
`
5/10"DIA. BOLTS C-90 GROUT FILLED BLOCK I'm=2000 PSI MIN. UO z
,•e`, °•. -
WITH WASHER&NUT w a
WOOD FRAME BUILDING S ;• I AT 12"O.C. MAX. In
EDGE DIST. m rn
STUD WALLS AM DOOR OPENING(NOT 'T DAB DOORS) I Q
SHALL BE FRAMED SOLID BY NOT LESS THAN F
(3)2X6 PRESSURE TREATED GRADE 2 SYP OR SERER 0
WOOD STUDS. \.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE I 1-1 4"X 2-1/2"X 14 GA
SUPPORTING STRUCTURE. 1-1/2" 1-1/2' ~—00 STEEL ANGLE 1-1/2'
WOOD BUCK CONNECTION TO MASONRY 12 GA,GALV. STEEL !�g S
_ TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE TO PRESSURE FLAT BRACKETS f3"LONG
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 12"O.C. IN DOOR OPNG.
0
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH AT 1B"O.C.ABOVE DOOR OPNO, i4
CONNECTED TO COM.ANGLE g
1/4"ULTRACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-18.J._ 1"X 14 GA. o g
20"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN. EMBED QALVY. TRACK d i Pi
16"O.C. INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN. EMBED 'FASTENED TO TRACK PLATES
2-1/2"MIN. EDGE DISTANCE SL0772ED 1/S. OXLOCK NUTS HD.
1/4"TAPPER BY'POWERS'WITH SPACING OF M y^o^o$
14°O.C. INTO BLOCK WALL.WITH 1-1/2-MIN. EMBED o o.�- .�
10°O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 2 (; g d o
3°MIN. EDGE DISTANCE ">
ALTERNATE TRACK INSTALLATION
3/0"CONFLEX BY'ELCO'OR 0
3/8'LDT BY'ITW'WITH SPACING OF
24"O.C. INTO 3000 P51 CONCRETE,WRFi 2-1/2"MIN. EMBED .•' '• i '
2"MIN. EDGE DISTANCE � �9h• •• '0 PRODM nVISM 4 0
P9:. -s
J/B"HLC SLEEVE BY'HILTI'WITH SPACING OF Y;NIL a�uOnplyhe8 wttll1E0 Flafd4
17"O.C.fM0 BLOCK WALL,WITH 1-1/4"MIN.EMBED,4"MIN. EDGE GIST. kF-LA. E 70592 Be1Tdk4 C.& q18"O.C. IMO 3000 PSI CONCRETE•WITII 1-1/4"MIN. EMBED AND N.,530 Aacepls�ep Hof2- 1-0 4-962-1/2"MIN.EDGE DISTANCE • ' E�pin,1THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED p11WRH FOUR H 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS M prp C4ALL BARS SFIALL BE CONTINUOUS FROM TIE BEAMSTO FOOTING. drawing DO,
PREPARATION OF JAMBS BY OTHER 01-09
sheet 4 of 5
.Soo -W-.250
*PLASTIC COMPLIES WITH I I a o
rw 0
DDDR PANEL SECTION 2612 OF FBC 2007
I
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
05
1.765 1.725 Q(L
7/16"DIA.WASHER 0 M
1 .144 IL
M
' OG
I
(�8 X 3/4°SMS 21 3/4" 1-.---.800 0'.0�' c
®3/8"FROM ENDS MAX. .178 0
1 111 1 1 AND 7°O.C. MAX. WOW. WIDTH 0 IN
!E *EXTERIOR FRAME * INTERIOR FRAME
1 I I i w 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION �°W u
(4)#8 X 3/4°SMS c= o MAX. LL W U)_
07 1-3/8"FROM ENDS co J _
D.L.O.
1 III• 1 AND 6-1/2"O.C. MAX, N o J
1
HE i a g o Q w.iS 0
Lc 111
I;
ILII .175 X .062 DEEP
H H GROOVE
I:I
K O
Ijlj
1111 OO
I!j1 1/4"POLYCARBONATE LEXAN j j C3 LLj M
BY SABIC IED
c,NNOVATIVE PLASTICS
NOA#03-0305.02. - - W
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1111
175 X.062 DEEP / / �
GROOVE
ill S w
jjl 1 1 ti
(4)y8 X 3/4"SMS INSIDE ELEVATION10
g
® ,-3/e°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS w S
1 III 1 AND 6-1/2°D.C. MAX, g S g
1 ! �8 X 3/4"SMS C
OI I� j 01 3/8"FROM ENDSC 175 X ,082 DEEP AND 4-1/2"O.C. MAX. GROOVE c v n
0
-�� A OS��Nd
``� •� >P8 X 3/4"SMS i I 0 m 0 o w w
®3/8"FROM ENDS
AND 7°D.C. MAX. F-
_ _ _ _ gr!JAVAD'AHMAD, FRODULT REVISlib Q
7/16"DIA.WASHER �` _ _ __ _ _ _ _ _ _ ___ _ _ CML a-nVlYNBWOdOleFI°Ad° I
F CSN N 78592 BldldingQ& o 1
353. Acpeylaem No f lMDOOR
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011e
24 GA. (.024)STTEELANEL MIN. EXTERIOR py o
DOOR PANEL 1b/18"MIN. D.L.OPG. N Ga>Itro1 drawing no.
24 GA. (.024)STEEL MIN. GLAZING 8RE 01-09
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]
17-1160 EXPOSURE B 9'x 7' Door =+26.7 -30.2
❑160 EXPOSURE B 16'x 7' Door =+25.6 -28.5
1-71160 EXPOSURE C 9'x 7' Door = +32.4 -36.6 (1 story and max 15'
❑160 EXPOSURE C 16'X 7' Door =+31.0 -34.5 mean roof height)
160X-0,SURE-C-9'x_ZD.00r =+�.37.4 42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7'Door -+35.9 -39.9 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 (1 story and max 15'
7160 EXPOSURE D 16'x 7' Door=+37.7 -41.2 mean roof height)
0160 EXPOSURE D 9'x 7' Door=-+44.3 -50.2 (2 story and max 30'
7160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height)
❑150 EXPOSURE B 9'x 7' Door =+22.8 -25.8
7150 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'
F-11 5,0 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)
Ell 50 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)
F-11 50 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#