HomeMy WebLinkAboutProduct Approval (2) FILE
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1 1 8 INDUSTRIAL DR., EDGERTDN, OH 43517 �'�,
74.50"MAX,FRAME WIDTH '�/��Irll I ps, ``�% o°n 0 z6
"SMOOTH STAR", "FIBER CLASSIC", 36.W'MAX. L� o m o w
"CLASSIC CRAFT" "CLASSIC CRAFT RUSTIC"
PANEL WIDTH
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GLAZED FIBERGLASS DOOR
INSWING/OUrSWING
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p GENERAL NOTES O
/` /` 0 4I J 41
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building a nW
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base
material shall be beyond wall dressing or stucco. m
3. When Used in areas requiring wind bome debris protection this product complies with Section
g 1609.1.2 of the FBC and.does not require an impact resistant covering.This product meets missile
3 level"D°and includes Wind Zone 4 as defined in ASTM'E 1994 and Section 1609.1.2.2,of the FBC, w
4. For2x stud framing construction,anchoring of these units shall be the some as that shown for'2x N m z
buck masonry construction. a w o 0_— LA
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5. Site conditions that deviate from the details of this drawing require further engineering analysis by a "SMOOTH STAR","FIBER CLASSIC" i n
"CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC" Woo
licensed engineer or registered architect. o
o y Q
a. TABLE OF CONTENTS I
a SHEETf# DESCRIPTION ° z
ten^ m
1 Typical elevations,design pressures&general notes n W z
2 Smooth Star door panel&glazing details o o
3 Fiber Classic door panel&glazing details o
4 Classic CraN/Classic Craft Rustic door panel&glazing details nc4'Z
= OVERALL OVERALL;' DESIGN PRESSURE(PSF)t
w 5 Horizontal cross sections StNlNG FRAME DLO rr DATE 4122108
z
6 Vertical cross sections :,DIMFNSIOIV L)lMENSlON POSRIVE "NEGATfVEs scree N.T.S.
7 Buck anchoring DINO.er: Al m'
8 Frame anchoring-2X buck masonry.construction INSWING 74.50"x 82.00" 21.00"x 63.25" +47.0 -50.0 c a BY: LFS 3
E 9 Frame anchoring-1 X buck masonry construction€ ornvnNG NO.:
" " " " 0.0 -50.0 FL-7640.4
OUTSWING 74.50 x 80.62 21.00 x 63.25 + 0 10 Bill of Materials&Components 5
6 � SHEET T OF 10 �
RE co P
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1 G1
46 EXTERIOR 46 =N Z O,
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43 o M coi
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44
4 ` o Em p m
O a mt M 6 ta
INTERIOR `a
21.W' AX. 2 c Z
M D.L.O. 2 4 3 �w
2 � JTa
2 1 HORIZONTAL CROSS SECTION
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2 3 o z
1/2" 0 aQ�
CELLULAR GLASS BfiE 1"THK. �¢
GLAZING 1 GLASS ��En o0
TAPE 1/8"TEMPERED ¢W E Z
d EXTERIOR GLASS wm w �N
o AIR SPACE �o < �n
N
vi
5/32"ANNEALED r nW o
GLASS 3 M
2 0.090"SAFLEX®PVB EXTERIOR INTERIOR o
0 N
INTERIOR
INTERLAYER a a
$ ° DOW 995` 2 ]C N Y}
1/8"ANNEALED m
4 GLASS Gl
t , U
DO 95 SWIGGLEGLAZING
3 OR
SPACER
SIKA 552 cc
rz o
o D GT GLAZING DETAIL 4 En
m Ln
W p W Z
DOOR PANEL Q.w o 0
40 DOORSmoot Star `NOTE:DOW 995 may be eliminated at door z F o in
panel(Max.Design Pressure=f 50 PSF) z N w
Jy �00
Af
y o0
1.183,
—►{ 1.183" 2.37
I--- Imo— 5°� I F
I I I T
T E 41 ^N\a
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C cq m 1 1 1 O 0
z L L Z
DATE: 4/2222/08 i
Z scuE: N.T.S.2 45 °
42 DOOR TOP RAIL 45 DWG.BY. AL D
DOOR STM.RAILqq HINGE STYlE 47 LOCK BLOCK 43 LATCH SIYIE
CHK.ar: LFS 3
2 VERTICAL CROSS SECTION DRAWING NO.: �
2 FL-7640.4 0
SU SHEET 2 OF 10 N
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7
56
EXTERIOR
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• �. U N ••
v Z ° 0 U
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INTERIOR ` c "a 'm d a m
21.W'MAX. 57 c°
OZ
D.L.O. 2 4 3 2 w
1 HORIZONTAL CROSS SECTION
3 o Q
0 of
/ 1/2" :,coCELLULAR oCi
GLAZING GLASS BITE 1"THAWS o�
TAPE GLASS II m �z
p 1/8"TEMPERED wm w
o EXTERIOR GLASS �o �c5
AIR SPACE N �df
3 O 5/32"ANNEALED o o m
i N v O 3 GLASS EXTERIOR INTERIOR a a
INTERIOR 0.090"SAFLEXG PVB
/ INTERLAYER 'CO
DOW 995' 2 1/8"ANNEALED G1
3 4 GLASS m
DOOWR 95
3 SWIGGLE GLAZING it
rj o
o p SIKA 552 SPACER �`1I 4 v�N m cn
Gl GLAZING DETAIL Ix w o 0
DOOR PANEL U)
$ 5D FiberClossi. z o
'NOTE:DOW 995 may be eliminated at door N
panel(Max.Design Pressure=±50 PSF) o 0 o m
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v �{ 1.210" I I� —2.375'— ►{ �{ 1.210 e N m
I I I I I
o 1,54"
Leiv�i• •� m
N _ _ z
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M_.� Li Z
DATE: 4 22/08 z
SCALE: N.T.S.
AL
52 DOOR TOP RAIL 55 DOOR BTM.RAIL HINGE STYLE 5T LOCK BLOCK 53 LATCH STYLE DWG. 'm
DRAW BY:
r: LFS 3
E DRAWING NO.:
2 VERTICAL CROSS SECTION
3 FL-7640.4 a
SHEEL ,3 OF lO N
v
1P
1 Gl
66 66 °:y z O� o
EXTERIOR ; F a m z
21.00"MAX.
D.L.O. . • N
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63 � 11*I 11� ` 0 N..a
4 0 oZ
E Em 9 m m v
64 nQ p
£ °a p m`a
a �a 'moam
INTERIOR
2 4 3 2 oz
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Ci S 3 a
d 1 HORIZONTAL CROSS SECTION
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3 0 Qo
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° 4 1/2" :O� �?FZ]
CELLULAR GLASS BITE 1"THK. I c,
GLAZING 1 GLASS �w 0' boy
TAPE DO1/8"TEMPERED =U: N EXTERIOR �—
GLASS
9 AIRSPACE o N�
5/32"ANNEALED o ~ rno
D GLASS EXTERIOR INTERIOR a a vo
$ 00 DOOR PANEL INTERIOR _l 0.090"SAFLEXG PVB y n y}
Classic Craft 8 INTER LAYER
Clossic Craft Rustic DOW 995• Gl
2 1/8"ANNEALED
4 GLASS
DOW 995
3 OR SWIGGLE GLAZING it o
o` 1.49" SIKA 552 SPACER 4 0`"" In
wow z
sg G1 GIAZING DETAIL a=o V)
'NOTE:DOW 995 may be eliminated at door o o
panel(Max.Design Pressure=±50 PSF)
LU
a moo
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r 4.11" 0.03LT' n^^w a
— NINGE STYLE I — Z
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65 SCALE: N.T.S.
Owc.BY: AL m
CKK.BY. LFS
E LATCH S1YLE 62 DOOR TOP RAIL G5 DOOR BTM.RAIL 2 VERTICAL CROSS SECTION DRAWING NO.: m
4 FL-7640.4 a
SHEET 4 OF 10 N
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NOTE ����''•... �jy��` >° O m
1 I ASTRAGAL
A RETAINING
CREW LOCATED�%4' 2"3-/
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4-1/Z',18-7/8",41-7/8",60-7/8", ° c x o
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FROM TOP OF ASTRAGAL. 21 ° • a
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1-1/4"MIN.
EMB.(TYP.) 1-1/41MIN. d U
EMB.(TYP.) 6 6 4 HORIZONTAL CROSS SEC77ON EMB.(TYP.) I o
E $ Shown w/1Xsub-buck E o
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50 60 60 50
L C 9 60 50 27 40 9
10 10 TC
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d 10 40 INTERIOR 40 K 4 SEE NOTE 1 INTERIOR 10 w
m 7 N
a y U N
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YG 20 20 DATE. 4 22 ?08
0.15" 0.15' p scuE N.T.S.
2 B C'SINK C'SINK
(TYP.) (TP.) g DWG.BY. AL 3
cm BY: LFS
� 1 HORIZONTAL CROSS SECTION r21 DRAWING NO.:HORIZONTAL CROSS SECTION �3�HORIZONTAL CROSS SECTION FL-7640.4 a
$ Inswing configuration 5 Inswing configuration 5 Inswing configuration a
17 SHEEf S OF t 0
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No.43409
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PRODUCT: Documante Pmpamd BY:', '
AP THERMA—TRU Lyndon F. Schmidt �i��••••.�lOR1D�;.�,O`�``�
I� i o GLAZED FIBERGLASS DOOR P.E. No. 43409 AL
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REVISE DESIGN PRESSURE JK m //IfUPDATE TO STH E0. 2014 FBC LFS PART OR ASSEMBLY: •�/s-�,�!BUILDING CONSULTANTS, INC.
omUPDATE TO 2010 FOG JK VERTICALel l�l/1/ P•O• Box 230, Valrico, FL 33595
DATE BY CROSS SECTIONS UUUYY Phone No, 813.659.9197
REVISIONS F13PE CA No. 9813
m 2009 R.W.BUILDING Ca NBUL—NTS INC.
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TYP.HEAD I I ASTRAGAL J� a a, 5 g t m
MASONRY &JAMBS SHOWN FOR 0 9LL.a m a a a
OPENING I I REFERENCE '� °Z
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uBUCK ANCHORING a w m o 0
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CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. -
g 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to w
maintain the min.edge distance to mortar joints,additional concrete anchors
_ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o^m
" 3. Concrete anchor table: N^z
MIN CLEARANCE MIN CLEARANCE
ANCHOR ANCHOR MIN °
SIZE:`.. 'EMBEDMENT TO MASONRY iO ADJACENT:.: wh 4122108 z
: souE: N.T.S. °
wITW DWG.V. AL mm
2 ® 1/4" 1-1/4" 2" 4"
r TAPCON cNN.ar: LFS 3
ELCO DRAWING No.:
ULTRACON® 1/4" 1-1/4" 1" 4" FL-7640.4 0
n m
DSNEET 7 OF t O
+ Q.
+�•
o °'Z�28 �°
SEE r/fll IIIN�` o 12
an.zD
L K UN•;
DETAIL 1 _ N ❑ 9 a ° o i d
MASONRY TYP.HEAD M
OPENING — &JAMBS — < 27 \ 0 9 v 'm a a L
FRAME p LATCH d DEADBOLT DETAIL E o z
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ww L
_ o 3az z 2XBUCKYP.SILLSEE oDETAIL2 �So0U 1 1 1 L 9W m Z�
UJr w QO
10 ii2
10
10 o �e
HINGE JAMB FRAMEANCHORING ASTRAGAL a
10 a a m
Masonry 2X buck construction y
U
K 97 HINGE DETAIL
c o
(n c N v1 U N
Erwm O
a o rn
zLno
$ CONCRETE ANCHOR NOTES: o
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. DETAIL I En
Eno a
a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to >
maintain the min.edge distance to mortarjoints,additional concrete anchors ^N F
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. -F <
3. Concrete anchor table: o^ o
MIN.:CLEA.R9NCE,".. :MIN.:CLEARANCE - o
ANCHOR ANCHOR MIN. N-z
TO.MASONRY TO ADJACENT`- °
TYPE SIZE EMBEDMENT DAM 4122108 z
a
SCALE: N.T.S.
ITW a 1/4•' 1.1/4, 2" 4" Dwc.ay—AL m
F TAPCON ASTRAGAL
cwc BY: LFS 3
WOOD SCREW INSTALLATION NOTES: BOLT HOLE
DETAIL 2 DETAIL 2 ASTRAGAL DPAWING NO.:
1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing of Outswing Inswing BOLT HOLE FL-7640.4 0
w wood screws to prevent the splitting of wood. a
;EEr_�L OF t 0
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d a. 0
z All
SEE //1 t t�\\ o°n m Z
DETAIL 1 _ °gym K �I Illt a N o
MASONRY M D V '0 9 z o Z ti
TYP.HEAD& \ S r c 0 C W
OPENING — JAMBS — ' 27 V a .ai S 4 t IL
v MDa
FRAME O E o`z
u, LATCH&DEADBOLT DETAIL
F —
UJ
TYP.SILL — �T°
a z z 1X BUCK N
Ndp vi Y
SEE o mo
DETAIL 2 -�
H �� i co
9 �w m =Q
10 lU xW zo
HINGEJAMB FRAMEANCHORING ASTRAGAL lO o Z
Masonry 1X buck construction g 0
G 97 m
HINGE DETAIL
W�
In N
e In a z
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.o a o In
UnN S
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers maybe adjusted to maintain the min. DETAIL 1 0 0 0
edge distance to mortarjoints. w k
g 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a
maintain the min.edge distance to mortarjoints,additional concrete anchors >> ?
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table:
ANCHOR MIN MIN."CLEARANCE MIN.CLEARANCE o^m m
TOMA'SONRY TO ADJACENT.
TYPE SIZE: EMBEDMENT EDGEANCHOR
M N^Z O
z ITW aTE 4122108
TAPCON® 1/4" 1-1/4" 2" 4" ASTRAGAL SCALE: N.T.S.
ITW DWG.ar AL
r2- TAITW 3/16" 1.1/4" 3" 1-1/2" DETAIL BOLT HOLE DETAIL2 ASTRAGAL m
Outsw ng Inswing BOLT HOLE n�n c:rro.LFS
WOOD SCREW INSTALLATION NOTES: 3
D
1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-7640.4 0
wood screws to prevent the splitting of wood. 9 }0 H
o — — 0
a
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL m
A 1X BUCK SIG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR
B 2X BUCK SIG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC
C MAX.1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD ����., ,,'c" o m
oo
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE HINGE STILE WOOD 'i�� Y`�.` N>ri
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL WOOD 1 Pt� o�,m z°
P U N •;
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o d
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 47 LOCK BLOCK REINFORCEMENT WOOD `4 o s w o m w
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC e'v,g 4 00.
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC o a < m a a
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE \ ` z6
K #8 X 2-1/2"PFH WOOD SCREW STEEL 53 LATCH STILE WOOD I � . N
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 54 HINGE STILE WOOD a 3 a. G�
1 EXTERIOR LITE FRAME ALUMINUM 55 BOTTOM RAIL COMPOSITE
2 INTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o
3 LITE FRAME TRIM PVC 57 LOCK BLOCK REINFORCEMENT WOOD o
4 #10 X 1-1/2"PPH SCREW STEEL 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC
7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC 5 ww
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 62 TOP RAIL COMPOSITE
9 4"X 4"HINGE,097'THK. STEEL 63 LATCH STILE WOOD cr CcT 1 s
10 #10 X 3/4"PFH WOOD SCREW STEEL 64 HINGE STILE WOOD o N o0
12 #10 X 2'PFH WOOD SCREW STEEL 65 BOTTOM RAIL COMPOSITE N o m
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 66 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM ' F
18 THRESHOLD OUTSWING ALUM./WOOD 96 ALUMINUM ASTRAGAL 6063-T5(THERMA-TRU) ALUMINUM a `a
g 19 HEADER JAMB PINE SG>=0.42 WOOD 97 ASTRAGAL STRIKE PLATE STEEL
20 SIDE JAMB PINE SG>=0.42 WOOD m
21 DEADBOLT-KWIKSETSIGNATURESERIES 780 STEEL
27 LATCH STRIKE PLATE STEEL o 1.47' 1.318" m
28 DEADBOLT PLATE STEEL - 0.554"
uj
32 DOOR BOTTOM SWEEP PVC N ��
33 INSWING THRESHOLD ALUM./WOOD 3 LITE FRAME — — w d z
u Trim a w o 0
NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42)
�EXT 2 INL!!IE20.126" Frame o
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5.83" 0 N
O CI
N 0.063" r —4.563" C N Q
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r I N M N a
I ham—4.56S' I on E: 4122108 OF
INSWING 18 OUTSW►NG cs —2.359"— �I� sue: N.T.S.
W 33 Threshold
Threshold pwc.er: AL m
HEAD 8 SIDE
E 96 ASTRAGAL 19 20 Jamb CHK.BDRAWINc NO.:LFS
P
t FL-7640.4IN
0
SHEET 110 OF 110
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