HomeMy WebLinkAboutWINDLOAD SPECIFICATIONSr11
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WINDL OAD SPEC/FICA >lON 0400
100
PRESSURE: +34.40/-38.30 PSF
PRESSURE: +51-a .6 7"5fl>��F
OTES 9— 9
I.- GLASS DISCLAIMER "NO CONCLUSIONS
OF ANY KIND REGARDING THE ADEQUACY
OR INADEQUACY OF THE GLASS IN THE
TEST SPECIMEN MAY BE DRAWN F
APPROVED SIZES:
)�• Q�Q� 10'� 0" MIN — 16'-0" MAX WIDTH x
8-0 MAX HEIGHT 21" MAX. SECTION WIDTH
Florida Approval
CCj) YA I+I18�10
IZ A LE --�
15 GA MIN HORIZ
TRACK
TEST." (1993 ASTM E330). ROM THE SGBY
.
2. GLAZING OPTIONS —TOP OR 11�, BY (2) UNV TRACK
INTERMEDIATE SECTION, .090 SSB GLASS St.LucleCoup PLATES &
WITH OPTIONAL INSERTS. L 1/4-20 HEX
NUTS
3. VINYL OR WOOD DOOR STOP MUST
OVERLAP TOP AND BOTH ENDS OF PANELS (1)JB—US BRACKET
MINIMUM 7/16" TO MEET NEGATIVE LOCATED AT ROLLER
PRESSURES. LOCATIONS
EXCEPT TOP BRACKET
4. U—BAR TO HAVE A MINIMUM YIELD OF ROLLER (P/N 125139)
80 KSI A653 G-40 (5) FOR 8' HIGH DOORS
(4) FOR 7' HIGH DOORS
5. TRACK TO HAVE A MINIMUM YIELD OF
33 KSI A653 G-40
6. OPTIONAL — .080" (MIN) ALUMINUM
LOUVERS WITH HIGH
IMPACT STYRENE
FRAME MAY BE LOCATED IN THE END
PANELS OF THE BOTTOM SECTION.
(1)JB—US BRACKET
LOCATED AT THE
7. -KEY LOCI( OR SLIDE LOCK IS REQUIRED.
LOCK MUST
OF
SECTOINDLE EXCEPTEACH TOP
ENGAGE BOTH JAMBS.
SECTION
8. THE DESIGN OF THE SUPPORTING
(3) FOR 7' HIGH DOORS
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE
AND IN ACCORDANCE WITH CURRENT
BUILDING
KEY LOCK OR SLIDE
CODES FOR THE LOADS LISTED
ON THIS
LOCK (EACH END)
DRAWING.
SLIDE LOCK SHOWN FOR
CLARITY
9. DOOR JAMB TO BE MINIMUM 2x6
STRUCTURAL GRADE LUMBER. REFER TO
15 GA MIN VERT
JAMB CONNECTION SUPPLEMENT FOR
TRACK
ATTACHMENT TO SUPPORTING STRUCTURE.
10. CONCRETE FLOOR TO BE 3-1/2" THICK
AND 2500 PSI MINIMUM. HOLE
FOR POST
80TTOM BRACKET TO BE 5/8" DIAMETER x
5/160-5/8" LAG
SCREW AT EACH
3-1/2" DEEP.
JB—US BRACKET
1/4-2Ox9/16"
TRACK BOLT &
Approved: 1/4-20 HEX
NUT AT EACH
ork R. Barrow, P.E. JB—US BRACKET
3395 ADDISON DRNE PENSACOLA, FL 32514 NOTE; (5) SECTION DOOR SHOWN.
FLORIDA CE IFI ATION NO. 573B9
SEE PAGE 4 FOR U—BAR
_ Date: O� — LOCATIONS FOR (4) SECTION
DOORS.
OPr/ON CODE.'0400 REV,- �J 8100 "
GAf PRESSURE -�L 34, 40
I
1 I
—I i 2"
HINCE, BRACKET REQUIREMENT_;
SELF DRILLINGOSCREWS
(2) AT EACH STILE LOCATION
3" 20 GA
U—BAR
COMMERCIAL 'A' i
FRAME TOP o
BRACKET
(P/N 108077) I E
- — - 1
i
SELF4DRILLINGOSCREWS `
m
18 GA NARROW ""O•-'
BODY HINGE
\1(P/N 100268)
(4) 1/4-14x5/B"
! SELF TAPPING SCREWS
i ALL HINGES
(2) EXTRA 1/4-20x11/16"
SELF DRILLING SCREWS
ALL END HINGES
14 GA WIDE
BODY HINGE
0.
—
RH END HINGE %
BOTTOM BRACKET
20
SELF DRILLING? ECREWS \
(P/N RH-290991
& LH-290992)
7/16" PUSHNUT
AT EACH ROLLER
(P/N 243341)
LOCATED .25 MAX
-
BETWEEN
. PUSHNUTS AND
1
.1
BRACKETS OR
® 1 HINGES
NYLON ROLLER
(P/N 270791) ��
h
Approved:
Mork R.
P.E.
1/4-14X5/B" ..
SELF DRILLING SCREW
TAMPER RESISTANT
(P/N 1,94641)
FL 32514
Date: Gr
TION CODE.'0400 REV- P1
20 GA CENTER STILES
18 BOLT & NUT IN
SLOT
20 GA END STILES
8000�8100 16' 0" x 8'-0" --1
IN P E.79IRF -L ?-4 �n 70 7/ i�
HUROAD POST INSTALLATION INSTRUCTIONS
d
a
n
Approved:
ark R. Bartow, P.
3395 ADDISON DRN
FLORIDA C IF CATI
Date:
OPT/ON CODE..0400
T(1P I nrw ❑D�....
stLF DRILLING SCREWS
�2) 5/16-12x1" 11
SELF✓
DRILLING
SCREWS \
HITCH PIN-�
BOTTOM BRACKET
FL 32514 (4) 5/16-12x1"
SELF DRILLING SCREWS
TOP PLATE
EXTENTION .
—5/16-18 NUT
TOP LOCK
PLATE
JL! ",,_.125" MINIMUM
6063-T6
ALUMINUM POST
(4) 1/4-14x5/8"
SELF TAPPING SCREWS
(4) 1/4-2001/16"
SELF DRILLING
SCREWS
LOCKING
STRAP
LOCKING
STRAP
1/2-13x3-1/2"
HEX BOLT
1/2-13 HEX NUT
V- P9 80190/8100 76'-0" x 8'-o"
DESIGN PRESSURE f J4 4%38.30 f)SF 3 OF 4
1
U-BAR AND POST L OCA TIONS
(5) SECTION DOORS WITH (7)
3" 20 GA BOKSI U—BARS
LOCATED AS SHOWN
(4) SECTION DOORS WITH (5)
3" 20 GA BOKSI U—BARS
LOCATED AS SHOWN
r
ATTACH U—BARS WITH
Approved: (2) 1/4-20x11/16" SELF
DRILLING SCREWS AT ALL
3395 ADDISONwDRIVE PENSACO STILE LOCATIONS, TYP.
FLORIDA C TI MON NO. 5738932514
Date: S/y//JV
TION CODE-0400 REV,' P1 5000/8100 16' 0" x 8'-0"
l)F. W?Al PPrcciiac .1 7A . -- _— — / nc-