HomeMy WebLinkAboutCommercial Sheet Door SpecsGENERAL NOTES:
1. STEEL FOR CORRUGATED SHEET ASTM A653 WITH MINIMUM YIELD STRENGTH
OF 80 KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE 80)
2. GUIDES ROLL FORMED (12) GAUGE GALVANIZED STEEL.
3. GUIDE INSERT FORMED (12) GAUGE GALVANIZED STEEL.
4. (10) GAUGED GALVANIZED STEEL WINDLOCK CUP FASTENED WITH TWO
3/16" x .440' POP RNEfS ON SIX CORRUGATIONS PER SIDE OF EACH SHEET..
5. THIS DOOR HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE AND THE INTERNATIONAL BUILDING CODE. THE DESIGN
WIND PRESSURES REQUIRED FOR ANY DOOR SHALL BE DETERMINED USING THE
APPROPRIATE SECTION OF THE CODE HAVING JURISDICTION WHERE THE BUILDING IS
LOCATED,
6. THIS DOOR HAS BEEN SUCCESSFULLY TESTED TO:
-THE UNIFORM STATIC AIR PRESSURE TEST PER ASTM E-330 AND ANSI/DASMA 108 TO A
DESIGN LOAD OF +/- 40.OPSF
-THE LARGE MISSILE IMPACT TEST PER TAS 201 AND ANSI/DASMA 115 WITH THE IMPACT
DIRECTION TOWARD THE EXTERIOR FACE OF THE SLATS.
-THE CYCLIC WIND PRESSURE TEST PER TAS 203 AND ANSI/DASMA 115.
7, ALL FASTENERS SHALL BE GALVANIZED OR ZINC COATED WITH A MINIMUM
TENSILE STRENGTH OF 60 KSI.
8. BOTTOM BAR ASSEMBLY FASTENED 5 3/4" FROM EACH END AND 12" O.C. FROM
CENTER USING 1/4" x 1" CARRIAGE BOLTS.
SUPERIMPOSED LOAD DIAGRAM
Vy+ 280 (PLF)
3000 PSI
CONCRETE--,
-x+ 19131PLF')
URM Vx-1913 (ppLF)
vy-2eo ("
RH GUIDE MOUNT SHOWN
John E. Scates, P.E.
2560 King Arthur Blvd, Ste
124-54
Lewisville, TX 75056
FL PE 51737
Professional Engineer's seal
provided only for verification
of windload construction
details.
FILE COPY
6116° SCREW HOLE
(. (TYP. OF 2)
rcj"
t&111
9/16' x V ANCHOR SLOT
SEE NOTE #2 HEAVY DIItY GLIDE CLIP
�. 2.688° 'p
3.02S T
431w-1
.:(2)
WWDLOCK CLIP Gd11DE INSB�T
(SEE NOTE #4) (SEE NOTE 43)
111 Ulu
4•
-� .. ;.w
:
y�`,t►� .,;Y� .,,tea,``.::
�QN, 11.
J
SEAL
SCALE: VARIES (DO NOT SCALE DRAWINGS)
FRACTION = +M/ 1132
.Xx = t/-.015
'XXX - +/- .005 < =/- 5
DRAWN BY: SR ISSUE 4.14.21
cl
ASTAAM ERICA
B1r JANOS lrrrMAnONAL
638 CasWfte White Rd NW
svil Carterle, GA 30121
PH:(770) 924.2600
Fax(770) 974-1455
www.astaamerica-wm
MODEL 203 IMPACT RATED WINDLOCK
COMMERCIAL RiEET DOOR
MursmW-Dvx1o'ti
MODELS TEST LOCATION
2031M CEenFr.D1ESW-;GL
124PREM1J.-'7e F=D
204IM nrn Hann m o
USE'31b° x 161x 1 1W HEX
HEAD BOLTS: USE V? x 21/4° HEX NUT
SLEEVEANCHORS
26 GAUGE GALVANIZED STEEL. GALVANIZED _
ACCORDING TO AS.T.M. A653-MO AND FINISHED W1iH'
Ith
BAKED EPDXY PRIMER AND BAKED POLYESTER
TOPCOAT (SEE NDTE 1) 41i"
-- J GUIDE INSER'
24 TYP TOGGLE LOC
DETAIL
ONE LOCK LOCATED AT EACH
END OF CURTAIN.
2° X 2° X 1/B' STEEL
BOTTOM ANGLE ALi3ININUM
EXTRUSION
Y' FLAT WASHER X 1-Y4'TRUSS
16-18 HEX NUT - HEAD SCREW
SJTTOM
LIFT CUP . gSJRqGAL
'SLIDE BOLT LOCK
y°LOCK WASHER
-Ya° 20 HEX HEAD NUT
SLIDE BOLT LOCK AND BOTTOM BAR
WE ELEVATION
.I * r
Digitally signed by John E Scates
Date: 2021.09.2415:17:00 -05'00'
Punted copies of this document are
not considered signed and sealed and
the signature must be verified on any
electronic copies
John E. ScateS, P.E. 2560
King Arthur Blvd, Ste 124-54
Lewisville, TX 75056
FL PE 51737
Professional Engineer's seat
provided only for verification
of wlndload construction
details.
FOR STEEL JAMBS. USE TWO 1/4' x 1-1/4'
TEK SCREWS PER CUP LOCATED 6°
FROM FLOOR AND SPACED @ 24 ON
CENTER THERE AFTER
4-1/4°
FOR CONCRETEJAMB. USE IlWx 1 3/4'
TAPCON SCREW 6' FROM FLOOR AND
SPACED @ 12' ON CENTER THERE
AFTER
.--d.1/2 — _ I
MINIMUM 3000 PSI
114'sus I
L'FORSTEELJAMSS. USE FOR CONCRETE JAMBS. USE
511� 114XI1/4'SELFDRILLWG PORTEOUS OR EOUIVALENT
JAMB SCREWS AND FASTENED 1/2'x2114'EXPANSIONBOLTS
6° FROM FLOOR AND w/ 1 1/2' MIN. EMBEDMENTAND
SPACED @ 6.ON CENTER FASTENED G FROM FLOOR
THERE AFTER AND SPACED @ 24' 0 r...
CENTER THERE AFTER
SEAM
DETAIL
n W RADIUS
TYR
25`
ti
CQFEWATED SHEET
:No:5�1'x3i
r>:Y -
a
636 Cassviue White Rtl NW
CarcersvifMe, GA 3ML71
ASTAAM E R I CA
pH:(770) 924-2604
I
Fax(770) 974-1455
BY JANUS RgTMATIONAL
w" aslaamefta com
MODEL 203 IMPACT RATED Wl u-= I
COMMERCIAL SHEET DOOR
-•11rni111"I..
J
SEAL.
VARIES {DO NOT SCALE DRAWINGS)
44-0►W x 101H
T E
FRACTION = +/-1/32
.X = +/- A32
MODELS
MODEODE
.XX = +/-.015
Xxx = +/- 005 < _1- 5
2041M
DRAWN BY: SR ISSUE 4.14-21
DRAWING #203
TEST LOCATION
CERTIM TESTING L4EORMORE:S
124 PRMER ROAD