HomeMy WebLinkAboutAPPROVED FL697_R9_II_SFC-590-010 Drawing 7-16 FL13 GA, GAL
TOP RE
ATTACHED
3/4' HE'.
(17 ffl KULLLK LAKKILK t'LK JIIJL
ATTACHED WITH (3) 1/4' x 3/4'
12 GA, DURASAFE HEX HEAD SCREWS
END HINGE ATTACHED
W/ (2) 1/4' x 3/4' o
HEX HEAD SCREWS
0 00
O
0 0
7//16" DIA. ® D o 0 0 o TRACK LIDE OCK BOTH SIDES I TO VERTICAL O O o 000
BOLT RETAINER o ENGAGEMENT COMFORMING TO SFBC
-E
ATTACHED
3/4'
!EWS
2"
x 18GA BACKER 24 GA, MIN EXTERIOR
3EHIND EA. WITH G-40 GALV, & B
ON POLYESTER TOP
BRACKET
ATTACHED W/(3) 1/4' X 3/4'
HEX HEAD SCREWS
0 0 3603-2. (SNAP LATCH, OR SECURE —10 BALL STEEL
(2) 14GA. DURASAFE o LOCK ❑PTIONAL) ROLLER W/9' STEM
ROLLER CARRIERS ATTACHED
W/ (4) 1/4' x 3/4'
HEX HEAD SCREWS PER CARRIER
TYPICAL DURASAFE END HINGE S1
N.T.S. 3
3 3/4' MIN.
SIDEROOM
1/4-20 x 5/8'TRACK
SPLICE BOLT AND NUT
TYPICAL BTM BKT W/ FLAT LEAF HINGE S1
N.T.S. 4
STOP MOULDING
W/ FLEXIBLE SEAL 5/16' x 1 5/8' LAG
(SUPPLIED BY INSTALLER) SCREW (1) PE
JAMB BRACKET
20 GA. GALV, STEEL END
--c 5/8' x 4 3/8' x 18GA STILE ATTACHED TO
BACKER PLATES PANEL (2) LANCES
FPCENTER
5/8' x 3 1/2' x 18GA BACLATE LOCATED BEHIND EA,
HINGE
G
POLYSTYRENE CORE
`7//16" OIA. 2' GALV. STEEL TRACK
BQRETAINER TRACK THICKNESS .083"
CONT. VERTICAL JAMB 2X6
SOUTHERN YELLOW PINE
TRACK MOUNTING DETAIL (N0, 2 OR BETTER)
N.T.S.
LIFT
LARGE MISSLE
IMPACTRATED
3/4'W x 5 1/2'H X 18 GA. (5'
-TRUSS) GALV, STEEL R-TRUSS
TTACHED W/ (4) 1/4' x 3/4'
HEX HEAD SCREWS AT EACH END
STILE AND (2) 1/4' x 3/4° HEX
HEAD SCREWS AT EACH SEC,
STRAP
27 GA. MIN
INTERIOR SKIN
CFC-FREE EXPANDED
POLYSTYRENE INSULATION
1 LB DENSITY
R=5,73, U=0,17
BOTTOM BRACKET
ATTACHED
W/ (3) 1/4" x 3/4"
HEX HEAD SCREWS
SECTION A —A SIDE VIEW
N.T.S.
THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
WITH THE PROCEDURE DESCRIBED IN TAS 201, 202, And 203
AND ASTM E330. THE PRESSURES SHOWN ON THE DRAWINGS
WERE CALCULATED USING ASCE 7---15 NTIH THE FOLLOWING
PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE,
ROOF AT ANY SLOPE):
WIND SPEED (MPH)
225
204
194
1 185
178
EXPOSURE LEVEL
B
C
1 C
D
D
MEAN ROOF HEIGHT
30'
15'
25'
15'
25'
4' x 1 7/8' x 14 GA
INSTALLED AT THE
TOP OF EACH
ENDSTILE ON THE
INSIDE USING (4)
1/8' RIVETS
TYPICAL DOUBLER PLATE (PS1N.T.S.
JAMB BRACKET LOCATIONS
All JAMB BRACKET LOCATIONS
+/-1'
AVAILABLE TRACK CONFIGURATIONS
N.T.S.
WOOD JAMB ATTACHMENT TO STRUCTURE
2 X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE
5/16" X 3" LAG SCREWS STARTING 6' FROM ENDS THEN 12' O.C. (1 1/2' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO 2.000 PSI CONCRETE
HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4" STARTING 6" FROM ENDS THEN 10' O.C. (1 1/4' EMBEDMENT)
TIW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22' O.C. (2 1/2' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK
SIMPSON 1/4' X 3' TTTEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8" O.0
(1 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3" APART)
AT 8' O.C. (1 1/4' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK (2000 PSI GROUTI
HILTI SLEEVE ANCHOR 3/8" X 2-3/4' STARTING 6' FROM ENDS THEN 12" O.C. (1 1/4' EMBEDMENT)
(OR, USE FASTENERS FOR HOLLOW C-90 BLOCK)
•LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
'PREPARATION OF WOOD JAMBS BY OTHERS
---------- ._ 1
WOOD CONCRETE HOLLOW BLOCK _ GROUTED BLOCK
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
1/2, MIN 2-3/4' MIN 1-1/2' MINLJ 4'
2X6 JAMB
TYP• 3' MIN
43 GA. FLAG BRACKET ATTACHED TO WOOD JAMB
W/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO
TRACK W/ (4) 1/4-20 TRACK SPLICE BOLTS AND NUTS
SPLICE TRACKS AT THIS LOCATION
W/ (4) 1/4'-20 TRACK SPLICE BOLTS & NUTS
SECURE TO JAMB WITH (3) 5/16' DIA. x 1-5/8"
LAG BOLTS
(1) 5/16' DIA. x 1-5/8"
LAG BOLT ATTACHED TO JAMB
AT EA. JAMB BRACKET
12 GA. GALV. STEEL
JAMB BRACKETS
ATTACHED W/ (1) 1/4'-20
TRACK SPLICE BOLT & NUT
OR (2) RIVETS
TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS
N.T.S.
INTERIOR OF GARAGE
MAX WIDTH 96'0"
DESIGN LOADS SEE NOTES 2
+368.0 LBS/FT NEGATIVE PRESSURE
-44B.0 LBS/FT POSITIVE PRESSURE
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR,
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR
+368.0 LBS/FT & -448.0 LBS/FT
3. DOORS AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED PATH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 27 GA. (.016) MIN. INTERIOR AND 24 GA
(.022) MIN. EXTERIOR ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON
POLYESTER FINISH
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 5' R-TRUSS PER SECTION
6. DOORS TALLER THAN 7'0' HIGH SHALL HAVE SECTIONS NOT GREATER THAN
21" WIDE AND USE (1) 5' R-TRUSS PER SECTION
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
REV
I DESCRIPTION OF RENSONS
DATE
IBY
A
UPDATE OF JAMB ATTACHMENTS TO STRUCTURE
4/3/07
SKW
B
REMSED NOTE 8
12/16/08
CBT
u1N
r�...9 Pr•
i'••• r••••b
V �
CN
'•
`z
MAX SIZE
16' x 14'"
am
•�.""
it °` ••«6•`• ;�
•.
Ir
V
DESIGN LOAD
+46.0 PSF
as •'+�o'
°
C
-56.0 PSF
E _ •* 4T� TE G7F
: 09
LARGE MISSILE
sN
«r
• .�
2 v
IMPACT RATED
• �•>••
,� `•.r ,•,.+
22
FLa�
14UDEL #1ZUU ITeatneruuarcL rlus W/LuraJaie
Heritage 3000 Short, long, Flush, Ribbed,
_ and Oak Summit Panels
SIZE I DRAWN BY DLJ DATE 06/21/01 DRAWNG NUMBER
BF -CHECKED BY DATE SFC-590-010
AMARR SHEET 2 of 2
165 CARRIAGE COURT WINSTON-SALEM, N.C. 27105