01-0694-011 DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS
2' HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 83 84 85 86 B7 88
rPOP RIVETS 14 GA GALV. STEEL ADJUSTABLE 6'-0" 18` 18` 18' 18` N/A 1` 11-3 4" - N
C/ SLIDE FASTENED TO BRACKET / 23` 34" 45' S6` 67' Q, r
W/ 5/16-18 X 3/4" HEX HEAD 6'-6' 21" 18' 18' 21" N/A 1` 11-3 4 23" 34' 45" 56" 67' - Z CDn
HORIZONTAL REINFORCEMENT M. SCREWS & NUTS. /
1/2- X 1-3/4' X 1/16- 7'-O' 21' 21' 21' 21` N/A 1` 11-3/4' 23' 34" 45" 56' 67' 78-1/4" 7 w to 0
ALUM TUBE (6063-T6) 7'-6' 18" 18" 18' 18' 18' 1" 11-3/4 23' 34" 45" 56" 67' 78-1/4" O N
GLUED TO PANEL AND FASTENED TO 8-0' 21 18 18' 18' 21' 1` 11-3 4 23' 34" 45' S6' 67' 78-i/4" 0 u
VERTICAL STILES WITH / ,
(2) 3/16" POP RIVETS *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
d o 0
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 0
HORIZ. TRACK SUPPORT AS REOD. G.r a 8
f
CABLE DRUM BY DOOR INSTALLER tn
5/16' X 1-5/8' LAG SCREWS INTO WOOD OR U M �.
12 GA GALV. STEEL 5/16' SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY Zw,M $
TOP ROLLER BRACKET (DOUBLE) 3 PER BRACKET FHORIZ.
or > co
FASTENED W/ (6) 14 X 5/8' S.M.S. O Q o Y
_ ----
2-1/2" X 4-1/4' X 13 GA. STEEL PLATES
14 V)
WELDED WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE - TRAC K LENGTH - OPENING HEIGHT PLUS 12' 3 0 in
FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS G, w zn $
M ..
Q
HORIZONTAL REINFORCEMENT w -
1/2",X 1-314' X 1/16' _
- - ALUM„TUJCE (6063-T6)
CUT TO MISS RIB 1-13/16' DIA. ROLLER W/ TEN
I GLUED-T(4 PANEL AND-FASTENED TO 1/4" HARDENED STEEL BALL BEARINGS pQ
VERTICA6 STILES WITH IN CASE HARDENED INNER & OUTER BRACES
^^^ (23 3/-16' POP RIVETS 0 7/16' DIA X 7' LONG HARDENED SHAFT 14 GA. GALV. STEEL TRACK W
- O WOOD FRAME BUIi DINCs_ M
STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID -J
- - --- = _ BY NOT LESS THAN (3 2X6 PRESSURE TREATED GRADE 2 Q ¢U-
OR BETTER WOOD STUDS. t2 U =
-� OPTIONAL STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. w Z I"'� C4
EPS-EXPANDED POLYSTrRENE INSULATION WOOD BUCK CONNECTION TO ASONRY CA o
BY APACHE PRODUCTS CO.
DENSITY - 1.07 PCF TRACK SHALL BE SECURED WITH TRACK BRACKETS TO 3 x
N .OA N 95-0626.01 PRESSURE TREATED 2X8 WOOD JAMBS WHICH SHALL
BE ANCHORED TO GROUTED REINFORCED MASONRY Z a Z Ln
W c2 BLOCK WALL OR CONC. COLUMN W/ 1/4' TAPCONS U_j
z w WITH 1-3/4' EMBED AND A SPACING OF 8' O.C. O �
14 GA GALV. STEEL a = OR 3/8" DUl HILTI SLEEVE ANCHORS, 1-3/4' MIN.
ROLLER HINGES FASTENED Z cr EMBED AND A SPACING OF 12" O.C. w _
W/ (6) 14 X 5/8' SMS E THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND 1n
$ FOOTING CAND INTO TIE RBEAMS, ALL BARSJSNHALL BE
CONTINUOUS FROM TIE BEAMS TO FOOTING.
m PREPARATION OF JAMBS BY OTHERS
m
MIN. 24 GA ROLL FORMED STEEL PANEL o
DRAWING QUALITY G-40 2' X 3-1/2' X 12 GA. TRACK BRACKETS
MIN. YIELD STRENGTH - 34 KSI in 2-3/16' HIGH
WITH PRIMER AND BAKED-ON m CONNECTED TO TRACK WITH ONE y
POLYSTER PAINTED TOP COAT 1/4' BOLTS do NUTS.
21' PANEL APPLIED TO BOTH SIDES OF STEEL m
m
m APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA UILDING CODE a v
0 c
m DAT 0e �'
5
BY
4) oc
_ —PRODUCT C OL DIVISION
_ BUILDING CODE COMPLIANCE OFFICE w
m Engr DR. HUMAYOUN
STRUCTURES FAROOO ACCEPTANCE NO. J-1103.01
O
_TRACK CONFIGURATION FLA. ( 16557
B GA. GALA. STEEL g ,
BOTTOM BRACKET FASTENED
W/ (4) # 14 X 5/8' SMS
u '�
v` u
2p0� drawing no.
SECT ORl A-A 99-24
sheet 3 of 3