HomeMy WebLinkAboutProduct Approval RiERMAN le
THERMA TRU DOORS "I
1 1 B INDUSTRIAL DR., EDGEp7DN, OH 4351 7
TEL. (419)298-1740 e 8 ppp�N1 J
74.62"MAX.FRAME WIDTH
SMOOTH STAR", "FIBER CLASSIC",
F36WIDT36ASTRA A1111 1111PANEL WIDTHWIDTHI W/ASTRAGAL c $V
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS DOUBLE DOOR
INSWING/OUTSWING g N
"IMPACT'
GENERAL NOTES w
1. This product has been evaluated and Is In compllance with the 2010 Florida Building Code(FOC) '` 0
structural requirements excluding the"High Velocity Hurricane Zona"(HVHZ). o c�
2. Productanchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 & a
p material shall be beyond wall dressing or stucco, a
3. When used in areas requiring wind borne debris protection this product compiles wilh Section a
d 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile
level'D"and Includes Wind Zone 4 as definedlln ASTM E 1996 and Section 1609.1.2.4 of the FBC.
0 4. For 2x stud framing construction,anchoring of these units shag be the same as that shown for 2x z
Rti� buck masonry construction. 9
O N
o S
5, Site conditions that deviate from the details of this drawing require further engineering analysis by a w rill
licensed engineer or registered architect.
TABLE OF COHNNiS d
z
SHEET# DESCRIPHON "SMOOTH STAR","FIBER CLASSIC"
5 1 Typical elevations,desl rnpressures&general notes "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC'
2 Smooth Star door panel&glaring details o
3 Fiber Classic door panel&glazing details i
g 4 Classic Croft/Classic Craft Rustic door panel&glaring details. �r1 « s gVERALI , OVEg 4l1 ,�$SICstYhQE35I1E(pSF)- z
5 5 Horizontal cross sections gSN4!If�, " fRA1H '� Dill X77 t5 DAro 5 22 08 =
6 Vertical cross sections ,„„.:;,q M, 51,0 D, N 0 xli LCj» t G T sc LF--
�, " C g s4 a. ,°, � �_ � L3 ,, ,<n �.._� +'� N.T.S.
7 Buck&frome anchoring-2X buck masonry construction INSWING 74.62"x 98.0(Y'- 2T.00"x 7a.75" +50.0 -50.0 cWQ er L L 3
8 Frame anchoring-I X buck masonry constriction
CHIC By,
9 Components — IIMWM Na:
10 Bll of Materials OlITSWING 24.62"x 96.75' 21,00"x 7x.75 +5.0:0 -50.0 fL-7830.4 c
dmw i or 10
,"
Gi
YL �!
�" i 1
EXTERIOR 46 a _
2 89 x x Pifi ws e a =v
21.06 MAX 2 TYP.(4)CORNERS +, a
O.L.O. c 55a(.1�E
44 rg
INTERIOR
ort HORIZONTAL CROSS SECTION
2 m d
o10
I T �
2 za
01 1/2 gc
CELLULAR GLASS 81TE
GLALNG � 1 1"THK.
I j TAPE GLASS
TEMPERED TITI
EXTERIOR GLASSI g�►
AIR SPACE h
5/37'ANNEALED EXTERIOR INTERIOR
4 GLASS
.090"PVBINTERLAYER
llooftrNEE INTERIOR IBYSOLUM) G1
N SmoolhStQ DOW 995 2 1/8'"ANNEALED
ROR GLASS
SIKH 552 3 $WIGGLE GLAZING
SPACER
esi .i�.' i:z.•
Gl GfiW G c
Q
—►{ Mir
DX
fir,?i:}rF ah 5/2
008 i
U.: .
45 SME N.LS. 9 x, OAA.an AL 'm
I2 f 45 0 RAIL kfNGE to tE cm W. LFS 3
3 2 VVINCAL CROSS SECTION DRWM N0'g a 2 FL-7630.4 °o
sires 2 or•10' "
4
a
GI
EXTERIOR N
#9 X 3*PFH WS
TYP.141 CORNERS
54 in, I
21.00 MAX.
DLO.
INTERIOR
rl-"X HORIZONTAL CROSS SECTION ........
94 #9
o
Aa0
0 CELLULAR GLASS SITE
GLAZING
GLASS
TAPE Ilg'TEMPERED
EXTERIOR GLASS Ad
AIR SPACE
5/37'ANNEALED
4 GLASS EXTERIOR INTERIOR
.090"PVB INTERLAYER
INTERIOR (BY SOLUTIA) Gl
.M0
PANE DOW 995 2 1/B"ANNEALED
OR 3 GLASS
SIKA 552 SWIGGLE GLAZING
o SPACER
z
4.11"
I.w
lz
cs
5/20/08
N.T.S.
m owl AL w
CHL BY:
VERTICAL CROSS SEMONDRMM NO-'
S
FL-76.30.4
SHEET�OF 10
#9 X 3'PFH WS Gl `�`1� t„:
21.OD”MAXt 4 TYP.(4)CORNERS 66 61
D.L.O. EXTERIOR
e 1 s
o INTERIOR 1 a
M �3
0
HORIZONTAL CROSS SECTION 3
I° 0 4 rr
z
d U
/ CELLULAR GLASS BRE � GLASS m
GLAZING GLASS m
TAPE 1/6'TEMPERED
EXTERIOR GLASS o
P ?r AIR SPACE
5/32'ANNEALED EXTERIOR INTERIOR a �
DOOR PANEL 4 GLASS
Classic Croft 6 090"PVB INTERLAYER
Classic Clad Rustic INTERIOR (BY SOLl1TIA( Gl
v DOW 995 2 1 ff ANNEALED
OR GLASS
SIKA 552 3 SWIGGLE GLAZING
gg SPACERin
o
GI GLAIOVG OfiAtt w
S --{ 0.030" I Ai
4n.`r[4' 7: _oft-`I 61 e m
i"A
DAM 512 08 0
,, 65 inks N.T.S.
HINGESIY rl axn.ar: AL m
61 lATCNSTI 62 TOP RAIL RORO IL cxu.en LFS
VERTICAL CROSS SECTION DRWNSHErr
7630.4 0
4 a
3
d
2 E
NOTE 6 6
1. (12)OF ITEM#4 ASTRAGAL RETAINING 60 50 Cm
n ab
SCREW LOCATED @ 3/4",7',3-114% 9 .v ;. �.'a i �d
4-1/7,18-7/8",37-114',57-7/8, 40 10
76-3/8",90-3/4",97',93"&V4-1 IT / / INTERIOR 10 H 81 g z 1s
FROM TOP OF ASTRAGAL. ° t t n o e
Z M O
Z EsV4
21 0 5
1 X x 4
5 v
0 5 S EXTERIOR P "
17 8
a
K
/ / z
�U
D p 1 orn
1-1 MIN.
1-1/4"MIN. 3 4 5 EMB.(TYP.) 1-114,MIN.
EMB.(TYP.) b 6 A 6 EMB:(TYP.) I
r41 HORIZONTAL CROSS SECTION
E k,l..i Shown w/1x sub-buck E
a
L ' C 9 50 60 60 so 2760 50 9 C L
a a
10 , 4p >'
10 INTERIOR 40 K 4 SEE NOTE 1 INTERIOR 10. 10
^. ''
US
Z
n n< C
W
EXTERIOR 7 EXTERIOR 7
`s 8
$ g 96 8
L
+ aD 20 20 � : naZ a
E5 8
220 z
a' D j L 0.15, 0.15' D a' ° savF, N.T.S.
C'SINK CSINK
g SYR.) (11 P) g MO.ft AL m
C Kc en LFS ;
1 HORROMA!CROSS SECTION 2 HORRdNiAt CROSS SECTION �31HORIZONTAL CROSS SECTION
orawwo woa
a 5 Ihswing shown-Ouslwing also approved $ Inswing shown-Ouslwing also approved 5 Inswing shown-Ouslwing also approved FL-7630.4
3 siar 5 or 10
a
R41-Plo}ecfsWro)ed FoldersAPruj 1001-1100Apf1007A2010 FBQR--7630.1-.5.dwg,6.4
m
o _ v
EMB.(TYP.) A
=
y • 0,
.e•�yy O r A _°
`f -"•-yam N
0.1J
y
C'SINK n
z vkr+' (TYP.)
. ° ..P C1 °•''•
W 1-1/4"MIN.
m EMB.)TYP.) EMB.(TYP.)
°•''v A M
O
ObA o `
v
Cos
m ° IO
A
O '
z r a.o
EMB.(TYP.)
m
22
tin $ p �.
O W
O-
o Q .
0
°gin fn
is n Z d
f���y�lll vv' br � �N 7OO
O A N •:
z m v D' .
� QD4 a
1-1l4"MIN.
EMB.Jim)
g PRODUCT: Doc—mt.Prepared Byr
1'r TMERMA_TRU ��pp UILDING CONSULTAMS.INC.
GLAZED FIBERGLASS DOOR ,/�, •0.Boer 230 valrlm FL 33595
V Z N Phone No.r 813.859.9197
$1 W r.
PART OR�BLM Florida Board of Profeaelonal Englnems
O
UPDATE TO 2010 FISC CertRWaW Of Authorization No.9813
to O 1 B 11 12 JK
NO DTE VERIICROSS SECTIONS
REVISIONS Lyndon F.Bahmkt.P.E No.43409
®2009 R.W.BUILDING DONBULTANTB INC.
a !2 Vcd
3 SI
s o �
I I SEE:
D
TYP.HEAD I I DETAIL I
ASTRAGAL �'_= MASONRY �.HEAD&
MASONRY &,IAMBS I I SHOWN FOR o OPENING JAMBS
OPENING REFERENCE _
2X BUCK I I 'zO FRAME-'O' ea
I I 28
—
I IF. K NQ
2X BUCK F ,TYP.SILL $ ogg
II SEE HINGE I K D in �Z
II DETAIL — Rg
EM
TAIL 2 27 � mzo
II - t&DEI
t
LATCN&DFADROLTDETAI[
nl � mm
BUCK ANCHORING HINGEJAMB FRAME ANCHORING VAGAL
Masonry 2X buck construction
K 97, 10
10 U
N
e • • • • L O 0
CONCREWANCHOR NOTES: 1D H V)
1.Substitution of equal concrete anchors from a different supplier may have different edge o Q
distance and center distance requvements.
2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge DETAIL)
o distance to mortar joints.Concrete anchor IocaHons noted as MAX ON CENTER"must be a d
adjusted to maintain the min.edge distance to mortar jolnis,additional concrete HINGE DETAIL 3
$ anchors may be required to ensure the MAX ON CENTER"dfinensfon are not exceeded.
3.Concrete anchor fable: 97 F F
AN t{(itt ANClwOlt :>;s..... ;;:;t>:;;. stk1lNc#>!�.!?An!CIz.��#:t<:;M►iv;e F�Ranj��o:;; �0 0
'S1T :...... EM}Y18ElxN�Nl tk4AFi7NIl. AG� }IfTJ1�C�/iNrwHQR z o
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:::.:::.::.. ....::..::.:.::::::.............;.......................................................................
.................:......................:. • • • • a
M.T.S.
sau
I1W 1/4" 1-1/4" 2-1/2" 3" DMer q1 m
g ELCO 1/4" 1.1/4" ASTRAGAL cm up LFS 3
DETAIL 2 BOLT HOLE ra DOW 2! mvmm w-
v ITW 3/16" 1-1/4" 2.5%0' 1.11/4" outswing Inswing FL-7630.4 0
28
11 11 so= _
K 3m 0 6
u,
SEEI €
�Zz _ DETAIL
=!E MASONRY TYP.HEAD a
OOPENING — JAMBS
F
FRAME `z E
LATCH a DEADBOU DETAlL.
aj
Ri
1 X BUCK P Q x
SEE HINGE ' TYP.SILL
DETAIL LDU' AIL
E
2 m
tillH o o
10 ix
HINGEJAMB FRAMEANCHORING ASTRAGAL m
Masonry 1 X buck construction
m 97 HINGE DETAIL
U
� c O
n to
d o a
R
CONCRETE ANCHOR NOTES:
c� DETAIL 1 as
1.Substitution of equal concrete anchors from a different suppler may have drNerenf edge
distance and center distance requirements. 97 z
Z Concrete anchoriocafTons at the comers may be adjusted to maintain the min..edge
distance to mortar joints.if concrete anchor locations;noted as MAX.ON CENTER'must be a t
" adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors o
S may be required to ensure the MAX.ON CENTER"dimensions are not exceeded! • • •, • _
3.Concrete anchor table: z v
1+► fio)t;: ;dN HCs1:::;::;>:>s»s
:t::::::7;:'>1:•`::i;:'�::.::-::;:a.:?.:;:.::%,:?:.:::.$:•:.:.:t.:2.:.:.E::.;..'.::s:::;:.::i::i:t:?.:t:.......:.:.•..E:.a...t:ri..:M.:.-.:.E:...:M.....•.......;.:::;;i::;;?h�A Fi7�N�YEt�fa:Q;'.::;:>::.<:,:.;•;Ap:l:A::G 7f,lT:'./lA.t'C; N:
o5122108
zz oe...................... N > �...
:::.:-..:..:..................:.:...
mJscALL N.T.S.: o: ;M:;N ; ASTRAGAL::::.:<::::: DETAIL BOLT HOLE DETAIL AL
I1N1
/4" 1-1/" 2-1/r3
HIL
OLtswing Inswing) !DMW=*
r
EPA
cI1WoLrFS
NO.}- 6
FL
3/16" 1-1/" 2.5/B 1-1/4" 8 L
a
R:�A-Projects\Projed F'olderslPM 1001-1100\pf1WM010 FBC\R.-7630.1-.S.dwg,9.4
139° I I
3 -0
r srr QnQ 0 > � A
a
lr I 1.25'
1.53'
2.681-
En
n
yN V n
z 'y} fs z
a n 'LZ��.: _'j%!Y v.
iia 3
2t?j?
F r�. PRODUCT: Daeummta pny_anld WA
t" THERMA—TRU Jm( uaallo eoNsuLrANrs.INa
Ln GLAZED FIBERGLASS DOOR .o.Bor 2ao vamco FI saws
Phone No.:B7s.Es9.9197
pvj Z fv Florldn Board of Profi..I.-I F-91—
OR ASSEMBLY:
N fA p 1 6 11 12 UPDATE TO 2010 FBC JK GAlft-W Of Aur anon No.9873
• r' m N DATE BY (L ?� t z�
REVISIONS COMPONENTS Lyndon F Schmidt.P.E.No.43109
0'2009 R.W.BUILa1NO OONBULTA-INC.
BILL OFMAIERIALS
ITEM DESCRIPAON MATERIAL ITEM DESCRIP110N MAIERML
A IX BUCK SG r-0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 8
B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC
C MAX.1/4 SHIM SPACE: WOOD 42 TOP RAIL COMPOSITE a o
D 1/4"X 2-3/4'PFH ELCO'OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD/LVL K.f jo
E MASONRY-3,192 PSI MW.CONCRETE CONFORMING TO ACI CONCRETE 44 HINGE STILE WOOD K.
" ap�
301 OR HOLLOW BLOCK CONFORMING TO ASTMIC90 45 BOTTOM RAIL COMPOSITE. SUM 2�� 7
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM F As o I`1 y
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC g o vl o
H 114"X 31/.4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC ` a o g
11 114"X 21/4"PFH TRV CONCRETE SCREW. STEEL 52 TOP RAIL COMPOSITE z 3
J 1/4'X 3,3/4"PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL E a
K #8 X 2-1/2"PFH WOODSCREW STEEL 54 HINGE STILE WOOD g
L #10 X 2-11T PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE
11 EXTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-BASF 1.9 LBS.D84M FOAM
2 INTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC - o
3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC c
4 #10 X 1-1/7'PFH SCREW STEEL 62 TOP RAIL COMPOSITE
7 MEDIUM REACH COMPRESSION WEATHER-STRIP HERMA-TRU FOAM 63 LATCH STILE WOODAVL
8 LONG REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 64 HINGE STILE WOOD
9 4"X 4"HINGE.097'THK (THERMA-TRUI STEEL 65 BOTTOM RAIL COMPOSITE m o
10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME)l STEEL 66 POLYURETHANE FOAM CORE-BASF 1.9 LBS.DENSITY FOAM
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 96 COASTAL ALUMINUM ASTRAGAL 6063-T5 ERMA-TRU ALUMi T;
18 THRESHOLD OUTSWING ERMA-TRU ALUM./WOOD 97 ASTRAGAL STRIKE PLATE STEEL of o
19 HEADER JAMB 4.656"X 1.25'THERMA-TRU,PIN SG>=0.42 WOOD a
20 SIDE JAMB(4.658'X 1.25"THERMA-TRU SG>=0.42 WOOD
21 DEADBOLT-KWIKSETSIGNATURE SERIES 780 STEEL �m
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
32 DOOR BOTTOM SWEEP' PVC
33 INSWING THRESHOLD ALUM.COMP.
34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. z
35INSWING THRESHOLD ADJUSTABLE ALUM./COMP. in
o
d 36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. N
37 INSWING THRESHOLD SELF ADJUSTABLE ALUM./COMP.
38 INSWING THRESHOLD IMPERIAL ALUM./COMP. Qk'
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