HomeMy WebLinkAboutProduct Approval (2) �I
INSTALLATION NOTES: .,
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN UNLESS OTHERWISE NOTED.
2. THE NUMBERNUMBER
ANCHORS
USED CTEDISTHE ACAD IAN IRON WORKS
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT '
INSTALLATION.
ALADIAN IRON WORKS
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN OUTSWIfVG WROUGHT IRON DOORS 2BRLE AVE.
MONR E.LA
TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE MONROE.LA:(97
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF PH:(22 51 6 20.21]6 FX:(972)243-5615
TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE M
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD C'-
o 0 H p o Q
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE m
1/4 INCH.SHIM WHERE SPACE OF I/16INCH OR GREATER 3aP2Z �' a
OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY ZZ¢¢ O v
PLASTIC OR BETTER. GENERAL NOTES: FA ¢w w v
S. FOR INSTALLATION THROUGH STRAP INTO IX BUCK TO 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND 1�-~?� m5' Z¢LU
TABLE OF CONTENTS
CONCRETE/MASONRY,OR THROUGH STRAP DIRECTLY INTO MANUFACTURED TO COMPLY WITH THE 5TH EDITION(2014) n Z 2 m
CONCRETE/MASONRY,USE(2)1/4"ELCO ULTRACON PER FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS W .J'0
SHEET REVISION SHEET DESCRIPTION a H p z<
Z
INSTALLATION STRAP OF SUFFICIENT LENGTH TO ACHIEVE II/2 BEENEVALUATED ACCORDING TO THE FOLLOWING: (jj ¢ ¢ e
INCH MINIMUM EMBEDMENT. TAS 20194 w
• TAS 202:94 1 - INSTALLATION d GENERAL NOTES H LU
6. FOR INSTALLATION THROUGH STRAP INTO 2X BUCK USE(4)H14 TA AS 203_94 2 - ELEVATION AND ANCHOR LAYOUT-SPl
WOOD SCREWS PER INSTALLATION STRAP OF SUFFICIENT
LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO 2. ADEQUACY OF THE EXISTING STRUCTURAL 3 - ELEVATION AND ANCHOR LAYOUT-SP2 LU
WOOD SUBSTRATE. CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND ! _ TECEVATION7AN_D;NC�HORILAYOUT--N561 p
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
7. FOR INSTALLATION THROUGH STRAP INTO METAL STUD USE(4) TRANSFERRING APPLIED PRODUCT LOADS TO THE 5 - ELEVATION AND ANCHOR LAYOUT-SP4
1/4"ITW SELF-TAPPING SCREWS PER INSTALLATION STRAP OF FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR m
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 6 - ELEVATION AND ANCHOR LAYOUT-SP5
PENETRATION BEYOND METAL FRAME SUBSTRATE. 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 7 - ELEVATION AND ANCHOR LAYOUT-SP6 U') Z
8. FOR INSTALLATION THROUGH THRESHOLD/SIDELITES AT SILL ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE g - VERTICAL SECTIONS Z OH
INTO 2X BUCK,USE(1)#14 WOOD SCREW PER LOCATION OF STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD -91 - V�_VERT ICAL SECTIONS Z >
SUFFICIENT LENGTH TO ACHIEVE II/21NCH MINIMUM H C, w
EMBEDMENT INTO WOOD SUBSTRATE. FOR THE PROJECT OF INSTALLATION. 10 - VERTICAL SECTIONS 6 GLAZING DETAILS U')
ly
U
9. FOR INSTALLATION THROUGH THRESHOLD/SIDELITES AT SILL 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC _ H
11 HORIZONTAL SECTIONS HLL
AND MAY NOT REFLECTACTUAL CONDITIONS FORASPECIFIC >
INTO CONCRETE ONLY,USE(1)1/4"ELCO ULTRACON PER SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE f2�l` - HO_RIZONTAC5ECEOI SV U ZO
LOCATION OF SUFFICIENT LENGTH TO ACHIEVE I3/4 INCH FROM THE REQUIREMENTS DETAILED HEREIN,ALICENSED ) �' U..( w
MINIMUM EMBEDMENT. ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 13 - STRAP INSTALLATION GUIDELINES LU F4
10. USE 3/8"WASHERS WITH ALL INSTALLATION FASTENERS. DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 14 - COMPONENTS 6 BILL OF MATERIALS W
AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO LU
11. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
BE OBTAINED FROM MIAMI-DADE PERA. 15 - COMPONENTS(CONTINUED) F
_ rn
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
BRICK VENEER,AND SIDING. ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. Z
m, 12 L C RESISTANT MATERIAL
OR HAVE
BE 6.DOOR MATERIAL:Q235 GRADE STEEL
MADE OF CORROSION
•Q FY min=34 KSI \� ��.: •. d CORROSION RESISTANT COATING. Fty min=54.4 KSI DESIGN PRESSURE RATING
13. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 7,STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH SPECIMEN DESIGN PRESSURE-ALL SIZES MISSILE IMPACT RATING `0•• n y¢p,
INSTALLATION ANCHORS INTO MORTARJOINTS.EDGE DISTANCE CORROSION RESISTANCE PROTECTION IN CONFORMANCE
IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR WITH THE MATERIAL PROTECTION PROVISIONS OF THE FBC. U:
JOINT INTO FACE SHELL OF BLOCK. ALL •70/-70 PSF* LARGE 3,SMALL MISSILE fJ1 H W
B.ALL EXPOSED STEEL COMPONENTS ARE SHOP PRIMED. IMPACTRATED
.S 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE ����•'•••• .•• p`
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, 9.IRON WORK SUCH AS DECORATIVE GRILLES,ETC.IS NOT PART d�y'• O q-
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH OF THIS APPROVAL. *UNITS MEET WATER INFILTRATION REQUIREMENTS AT WATER TEST
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY PRESSURE OF 10.5 PSF.
THE ANCHOR MANUFACTURER. 10.GLASS MEETSTHE REQUIREMENTS OFASTM E1300-04FT1Z
GLASS CHARTS.SEE SHEET 10 FOR GLAZING DETAILS. 1--h Ln
IS. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE ¢6 Z U) Y LL ¢~
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING Q C; Q W U V Z
` PROPERTIES:
e A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55. ,,I DWG#:
5 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000PSI. DlgltallySlgrled by Hermes F.NorerO]P.E.
C.MASONRY-STRENGTH CONFORMANCE TOASTMC-90. Reason:I am approving this document AIWO03
D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM
WALLTHICKNESS OF 49 MILS(18 GAUGE). Date:2015.08.2815:41:17-04'00r SHEET: 1 OF 15 l¢+z
ACADIAN IRON WORKS
25D5 ST.CHARLES AVE.
MONROE,LA 71201
PH:(225)620-2176 FX:(972)243-5615
UNIT MAX. n o Z p o
WIDTH 76.000" �'p¢j H m e
PANEL MAX. D.L.O MAX. 12"MAX.FROM 10.5" 3 Z O
WIDTH 35.795" WIDTH CORNERS MAX.O.C. CAMLOCKS AT Z Z O¢ O w 23.DTH CENTERLINE H ¢ ¢U
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HEIGHT "X" X X O
144.000"G 141.000" 129.197"
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ELEVATION ANCHOR LAYOUT
SPECIMEN 1
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n HARDWARENOTES: Q o Z 1n Y 1L Q V-
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3 1, EACH ACTIVE PANEL SHALL UTILIZE FOUR(4)6"X 1"STEEL BARREL HINGES BY INSTALLATION NOTES: 110 U u)
F NATURAL CHOICE IRONWARE. 1. STRAP ANCHORS SHALL UTILIZE FOUR(4)#14 WOOD SCREWS,(2)1/4"
e 2. HINGES ARE TO BE LOCATED AT 14.5"FROM BOTTOM OF DOOR AND 37.25" TAPCON,OR(4)1/4"ITW SELF-TAPPING SCREWS TO BE FASTENED TO DWG#:
MAX.O.C.THEREAFTER. SUBSTRATE.
3. LAM LOCKS AND SASH HINGES ARE TO BE LOCATED AS SHOWN ON ANCHOR 2. INSTALLATION ANCHORS SHALL UTLIZE 3/8"WASHERS. A I Y`/A,/
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LAYOUT AT RIGHT.
.f SHEET: 2 of 15
•T, e
ACADIAN IRON WORKS
2805 57.CHARLES AVE.
MONROE.LA 71201
PH;(225)620-2176 FX:(972)243-5615
ID
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ID N M
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UNIT MAX. p m o
WIDTH 76.000" 3 p¢j u)m M ^
PANEL MAX. D.L.O MAX. lo 10"MAX. tD O 2 2'
WIDTH 14" CAMLOCKS AT Z J O v it WIDTH 35.795" 23.984" FROM Z O = w
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BY NATURAL CHOICE IRONWARE. 1. STRAP ANCHORS SHALL UTILIZE FOUR(4)#14 WOOD SCREWS,(2)1/4"ELCO DWG#: A
2. HINGES ARE TO BE LOCATED AT 14.5"FROM BOTTOM OF DOOR AND 54.00" ULTRACON,OR(4)1/4"ITW SELF-TAPPING SCREWS TO BE FASTENED TO •Y OO^
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LAYOUT AT RIGHT. SHEET: 3 OF 1 j 5
p
ACADIAN IRON WORKS
2805 ST.CHARLES AVE.
MONROE,LA 71201
PH:(225)620-2176 FX+(972)243-5615
F m
2 M
UNIT MAX. ��a'? z#o e
WIDTH 76.000" 0c),F HH 13
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WIDTH 35-795" WIDTH
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BY NATURAL CHOICE IRONWARE. 1. STRAP ANCHORS SHALL UTILIZE FOUR(4)#14 WOOD SCREWS,(2)1/4"ELCO
2. HINGES ARE TO BE LOCATED AT 14.5"FROM BOTTOM OF DOOR AND 41.50"MAX. ULTRACON,OR(4)1/4"ITW SELF-TAPPING SCREWS TO BE FASTENED TO
3. CAM LOCKS AND THEREAFTER.
HINGES ARE TO BE LOCATED AS SHOWN ON ANCHOR 2. INSTALL
ATION ANCHORS SHALL UTLIZE 3/8"WASHERS. /®\I Y,/n'/
y OO 3
LAYOUT AT RIGHT.
SHEET: 4
OF 15
ACADIAN IRON WORKS,
2805 5T.CHARLE5 AVE
MONROE.LA 71201
PH+(225)620-2176 FX:(972)243-5615
m
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LD U�v v
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UNIT MAX. 3 a Z 0 d
WIDTH 84.000" 12"MAX. 29„ Z Z O¢ O m`i LL
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138.000" 92.989" CORNERS z O
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WIDTH 47.683" (2)SURFACE BOLTS
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ELEVATION ANCHOR LAYOUT
SPECIMEN 4
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HARDWARE NOTES: 'o p 2 2: N Z
1. EACH ACTIVE PANEL SHALL UTILIZE THREE(3)6"X V STEEL BARREL HINGES INSTALLATION NOTES: n
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MAX.O.L.THEREAFTER. SUBSTRATE.
9 3. CAM LOCKS AND SASH HINGES ARE TO BE LOCATED AS SHOWN ON ANCHOR 2. INSTALLATION ANCHORS SHALL UTLIZE 3/8"WASHERS.
LAYOUT AT RIGHT. SHEET: 5 of 15
ACADIAN IRON WORKS
2805 ST.CHARIES AVE.
MONROE,LA 71201
PHI C225)620-2176 FX:(972)243-5615
H M
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UNIT MAX. O ¢
WIDTH 76.000" pZp m m
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3. CAM LOCKS AND SASH HINGES ARE TO BE LOCATED AS SHOWN ON ANCHOR 2, INSTALLATION ANCHORS SHALL UTLIZE 3/8"WASHERS.
y LAYOUT AT RIGHT.
SHEET: 6 OF 15
ACADTAN IRON WORKS
2805 ST.CHARLES AVE.
MONROE.LA 71201
PH:(225)620-2176 FX:(972)243-5615
m
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LAYOUT AT RIGHT. SHEET: of 15
SEE GLAZING
DETAIL A
i 12
11 ACADIAN IRON WORKS
28055T.CHARLES AVE.
_ MONROE.LA 71201
4 PH:(225)620-2176 FX:(972)243-5615
CONCRETE/MASONRY °
BY OTHERS 1 1/2"MIN. O+ N m
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AIWO03
SHEET: 8 of 15
� 1
ACADIAN IRON WO0.K5 I
2505 ST.CHARLES AVE.
MONROE.LA 71201
PH:(225)620-2176 FX:(972)243-5615
SEE GLAZING M
SEE GLAZING DETAIL B QO Z H a
EMBEDMENT o
1 BEDMENT MIN. DETAIL A p
EXTERIOR � INTERIOR
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BY OTHERS
V) N
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7—
PERIMETER O
SEALANT 1/4" i i 17 4 O Lo
BY OTHERS MAX. i i H Z w
SHIM O ly
O.A.UNITHEIGHT 2 i ❑F
SPACE L___U 12 H m
1� > H4 1,_
PERIMETER 1 1/2"MIN. i I Q[61
SEE GLAZING 'ALANT -t: EXTERIOR INTERIOR H
DETAIL B BY OTHERS !;? EMBEDMENT w
EXTERIOR INTERIOR
CONCRETE/ a SEE GLAZING J
MASONRY 2 1/2"MIN DETAIL A
BY OTHERS EDGE Z
1/4"ELCO ULTRACON DISTANCE
C VERTICAL SECTION p VERTICAL SECTION VERTICAL SECTION o``�'' e¢�
9 HEAD-2X WOOD BUCK 9 SILL-CONCRETE/MASONRY 9 DOOR-TRANSOM &tia
LLC
s
Z
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00 v == NZ
a v
DWG#:
AIWO03
n SHEET: 9 of 15
E
ACAOIAN TRON WORKS
2805 ST.CHARLE5 AVE.
MONROE,LA 71201
#6 X 3/4"SM5 SCREWS PH:(225)620-2176 FX:(972)243-5615
SPACED 8"MAX.O.C. - 1/4"HEAT STRENGTHENED
SEE GLAZING 0.090"DUPONT 5GP INTERLAYER =
DETAIL B 1/4"HEAT STRENGTHENED v It v
�0 0¢ H om
--- J M c
f 11 9/16"O.A.THICKNESS m a w a `)m
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SEE GLAZING El ❑ i \ > ¢
DETAIL EXTERIOR INTERIOR 63
i H o Z
a m u a s
s DOW 995 GLAZING � rn
' SILICONE
' 3/4"MIN.GLASS BITE w
' L
DECORATIVEMOULDINGS 1"LENGTH STITCH WELDS
EXTERIOR ❑ INTERIOR TACK WELDED AROUND KICKPLATE PERIMETER GLAZING DETAIL A m
AT CORNERS SPACED AT 18"O.C.
_ z z
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' PERIMETER C) vH
1•❑ ❑`1 SEALANT Z >
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5 "HEAT STRENGTHENED
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SEE GLAZING ,.. ;'.; SPACED 13 MAX. .0 HET STRENGTHENED YER w "' 0
O.C.O C. 0.090"DUPONT SGP INTERLA
DETAIL B 11/2"MIN. A S D Lu
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s SILICONE
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GLAZING DETAIL Bco
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DWG#:
AIWO03
P SHEET: 10 OF 15
G 1
f
1X WOOD BUCK 2 1/4"MIN. 1/4"MAX. ,
By OTHERS EDGE DIST. SHIM SPACE
SEALANT BETWEEN
CONCRETE/MASONRY A '
&1X WOOD BUCK 4 4
BY OTHERS 9 INTERIOR ACADIAN IRON WORKS
�' •` 2505 ST.CHARLES AVE.
CONCRETE/MASONRY c 12 INTERIOR
12
BY OTHERS 12 MONROE•LA 71201
•••x B - PH:(225)620-2176 FX�(972)243-5615
11/2"MIN. n ° 1 +O O+ o0 o Z d o v
EMBEDMENT•- H
kbz px�
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SEE GLAZING J H o m w
(2)1/4"ELCO DETAIL A H m Z e m
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EXTERIOR FINISH 2 EXTERIOR 9 9 9 DETAIL A _ ¢ j n
BY OTHERS EXTERIOR 1� w `° 13
PERIMETER a M =
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BY OTHERS O.A.UNIT HORIZONTAL SECTION
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:: n.:;;.., •:'.:::.•::. MMi on INTERIOR
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MIN.18 GA.STEEL STUD 3MMiron NW Q
BY OTHERS H
SHEATING o
BY OTHERS 1"LENGTH STITCH WELDS a:
AROUND KICKPLATE PERIMETER
SPACED AT 18"O.C. L'
O
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6 3 THREADS MIN. y
PENETRATION BEYOND DECORATIVE MOULDINGS o
$ STEEL STRUCTURE
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O ••.•: EXTERIOR LL
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PERIMETER
. . . . . .
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x BY OTHERS J� 1ill
O.A.UNIT w-! Co m
`- WIDTH ¢o Z
00 Q1n SS UZ
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HORIZONTAL SECTION DWG#:
JAMB-STEEL STUD
AIWO03
y SHEET: 11 OF 15
2X WOOD BUCK 3/4"MIN. 1/4"MAX. INTERIOR ACADIAN IRON WORKS
BY OTHERS '-�,EDGE DISTANCE SHIM SPACE 2805 ST.CHARLES AVE.
SEE GLAZING MONROE.LA 71201
DETAIL
11
V)
7-
0 CC
CO C.
0 -
15 bz o-,l:LL k
z-a
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0 FF ❑ b .1c
11/2"MIN. ❑
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. . . . . . . . . .
(4)#14 WOOD SCREWS . . . . . . .
EXTERIOR FIN15H EXTERIOR. . . . . . . . . . . . . . . .
BY OTHERS 2
PERIMETER
SEALANT
BY OTHERS 2X WOOD BUCK 3/4"MIN. 1/4"MAX. Co
BY OTHERS EDGE DISTANCE SHIM SPACE u')
SEALANT BETWEEN r SEE GLAZING z
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BY OTHERS 2
PERIMETER z
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BY OTHERS u:
G.A.UNIT
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HORIZONTAL SECTION
WG#:
JAMB-2X WOOD BUCK I)
AIWO03
SHEET:
12 OF 15
3/4"MIN.
EDGE DISTANCE 6.217"
2 1/4"MIN. 1/4"MAX. 2 1/4"MIN. 3/8"MAX. F 26
EDGE DISTANCE SHIM SPACE EDGE DISTANCE SHIM SPACE 3 826" —
(2)#14 WOOD SCREW 2.391" ACADIAN IRON WORKS
2605 ST.CHARLES AVE.
MONA E,LA71201
THROUGH (2)1/4"ELCO ULTRACON 0.956" PH:(225)620-M76 FX(972)243-5615
HOLE(9) THROUGH HOLE(C)
(2)1/4"ELCO ULTRACON
5
THROUG
H HOLE(C) Q
Jv
3.348"T Z 6 1,
2.630"
7-
11/21,MIN. 11/2"MIN. o o o oz ex
2:
EMSEDMENT EMBEDMENT 0.717"
CR
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239" 8 zl
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2X WOOD BUCK TO CONCRETE/MASONRY IX WOOD BUCK TO CONCRETE/MASONRY
u)
v)
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7— o"
Lo
c)
H 7-
2 MIN. 3/4"MIN. Lu
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CONCRETE/MASONRY (2)2X WOOD BUCK
DWG#:
5
AIWO03
SHEET:
13 OF 15
BILL OF MATERIALS
ITEM NO. DESCRIPTION PART NUMBER MATERIAL MANUFACTURER
1 GLASS PANEL HINGE STEEL NATURAL CHOICES IRONWARE CO.,LTD.
ACADIAN IRON WORKS
2 MOUNTING TAB STEEL NATURAL CHOICES IRONWARE CO.,LTD. 25055T.CHARLE5 AVE.
MONROE.LA 71201
3 DOOR PANEL HINGE STEEL NATURAL CHOICES IRONWARE CO.,LTD. FH:(225)620-2176 F%:(972)243-5615
4 GLASS PANEL LATCH STEEL&ZINC ALLOY NATURAL CHOICES IRONWARE CO.,LTD. = M
6 ROLLER CATCH BRASS HANGZHOU YOKING HARDWARE LIMITED z 0 1
o6 -4A H a o
8 T-ASTRAGAL STEEL NATURAL CHOICES IRONWARE CO.,LTD. Sow w a m J
9 DOOR STILE W/WEATHER STRIP ACCEPTER STEEL NATURAL CHOICES IRONWARE CO.,LTD. Ho a °
11 DOOR FRAME W/WEATHER STRIP ACCEPTER STEEL V
NATURAL CHOICES IRONWARE CO.,LTD. � �� m z�m e
m H
12 GLASS PANEL FRAME STEEL NATURAL CHOICES IRONWARE CO.,LTD. ° Lu a z m
14 STEEL GLAZING CAP STEEL NATURAL CHOICES IRONWARE CO.,LTD. w co"
15 WEATHERSTRIP POLYETHYLENE FOAM HEIBI JIANAN SEALS TECHNOLOGY CO.,LTD.
of
16 GLASS PANEL LATCH RING STEEL NATURAL CHOICES IRONWARE CO.,LTD. ¢ m
o
' 17 THRESHOLD STEEL NATURAL CHOICES IRONWARE CO.,LTD.
18 J SWEEP RUBBER USA WORLDWIDE DOOR COMPONENTS(PINGHU)CO.,LTD m
19 SURFACE BOLT STEEL NATURAL CHOICES IRONWARE CO.,LTD. Z o
H
20 BOTTOM DOOR STILE W/SWEEP ACCEPTER STEEL NATURAL CHOICES IRONWARE CO.,LTD. Q
H
H 7- w
NOTE: UO r
1, ALL STEEL COMPONENTS ARE Q235 GRADE STEEL(Fy min=34.1 KSI,Fty min=54.4 KSI) j cL LL
z
2. ALL EXPOSED STEEL COMPONENTS ARE SHOP PRIMED. LU w c)
3. ALL WELDED COMPONENTS ARE SHOP WELDED USING E70XX ELECTRODE � o H!
o
W
d
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OGLASS PANEL HINGE O MOUNTING TAB O DOOR PANEL HINGE ,." 0
STEEL STEEL STEEL F -
2.5"' 6.5" 6.1" ! LLO 3d
m�
En
0 0 0 0 —T
0.694
q 0 0 0 0 F v) lz LL
i M m
00 3v`ni _ �Z
Q U �
DWG#:
AIWO03
SHEET:
14 OF 15
r
OGLASS PANEL LATCH O ROLLER CATCH O T-ASTRAGAL O DOOR STILE W/WEATHER STRIP ACCEPTER 1,^/
4 STEEL&ZINC ALLOY 6 BRASS 8 STEEL 9 STEEL •
rl� 0.125" ACADIAN IRON WORKS
2805 ST.OHARLE5 AVE.
MONROE.LA 71201
.2 PH:(225)620-2176 FX:(972)243-5615
= M
3.8" � 0.9" �— 5.9'
IU 3oz� N m M a
1.3 lb z z
a LL
zpo{-" <= LL
z
m Z N m
Z H
W .j¢
CL H Z
m W
�-1 W e co V
Q 11 STEELOOR FRAME W/WEATHER STRIP ACCEPTER GLASS 12 STEEL PANEL FRAME STEEL 14 STEEL GLAZING CAP 15 PWEATHERS rplp
OLYETHYLENE FOAM Q M
m 0.5" �
0.125" � d � m
❑ 2" 0.079" 0.984" (n �n�u Z
I 0.984" �-- 7 O
5.9" Y 2.6" OZ >
O GLASS PANEL LATCH RING O SWEEP V) p
16 STEEL 18 RUBBER > H W
zy
L1J uj
n o
y�
2W
2.4"
Z ¢
Z
BOTTOM DOOR STILE W/DOOR SWEEP ACCEPTER .```
20 STEEL
THRESHOLD SURFACE BOLT j
a 17 STEEL 19 STEEL
$ 0.125" LL �
1.2" 1.6" 5.9" dj�•. ��`
a5 m
o0 3Lo "= lu,
z
z 11Q
DWG#:
I- 2" -I AIWO03
SHEET: 15 OF 15