HomeMy WebLinkAboutProduct Approval (3) THERMAITRU
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THERMAe TRU DOORS
118 INDUSTRIAL DR., EDGERTON, ❑H 43517 '' q"' 37.75'MAX. \�i z0;e)
MAY P 2 20ir >.__ ,�� o��
36.00E WIDTH i ii, P v�� ` z d m o
"'SMOOTH STAR", "FIBER CLASSIC", PE�(�i�(iSG �PANELWIDTH ® ' rllllst��
St. Lucie County, FL
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CLASSIC CRAFT"
"CLASSIC CLASSIC CRAFT RUSTICrr 9=1 �N 06 m�r 5 H
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FIBERGLASSINSWING GLAZED
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GENERAL NOTES =o o
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Buldtng Code w m w
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ), d � m �"
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base d (L f® w
material shall be beyond wail dressing or stucco. O _
3. When used in the"HVHT'this product complies with Section 1626 of the Florida Buildingw Code and does G� OI
not require an impact resistant covering. ^ a a` a
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4. When used in areas outside of the"HVHT'requiring wind borne debris protection this product complies
with Section'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 defined in ASTM E1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck v o
8, masonry construction. $ o
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F 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a w T o
licensed engineer or registered architect. o
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7. Outswing configurations using coastal sill Item#31 under active doors meet water infiltration o o
requirements for"HVHT'. w W
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a 8. Inswing configurations and outswing configurations using sill Items#18,#14,#15,#16,#34% under >;
u the door do not meet the water infiltration requirements for the"HVHT'and shall be installed only In w z
8 non-habitable areas or at habitable locations protected by on overhang or canopy such that the o kk
43 angle between the edge of canopy or overhang to sill is less than 45 degrees. n o F
TABLE OF CONTENTS a i
SHEET# DESCRIP17ON SHEET@ DESCRIPTION OVERALL': DESIGN PRESSURE:(PSF z
1 Typical elevations,design pressures&general notes 7 Vertical cross sections SWING'— FRAME,;,... DntE: 6125108
2 Door panel details&glazing detalls(Smooth Star 8 Buck and frame anchoring 2X buck mason construction _ DIMENSION, POSRiVE NEGA7iVE. SCALE: N.T.S. 9
a 3 Door panel details(Fiber Classic) 9 Frame anchoring 1 X buck masonry construction Dwc.ar: JK m'
INSWING 37.75'x 82.0W +55.0 -55•Q
4 Door panel details(Classic Craft) 10 Components ZN s i FS 3
5 Door panel details Classic Craft Rustic i l Bill of materials DRAWING NO.: D
n 6 Horizontal cross sections OUTSWING 37.75"x 80.62" +55.0 -55.0 FL-10975.1 0
SNEV 1 OF 11
24.58"MAX. 39 4 3 2
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40 Smooth5tar o m � o0
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y K HINGE SALE 70P RAIL BOTTOM RARL 47 LOCK STILE Gl a
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1 GLASS BITE °U°
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GLAZING a
$ TAPE 1/8"TEMPERED _° 20
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GLASS o o g
EXTERIOR AIR SPACE 49 W
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GLASS D 3
0 2"DIA.MAX. 0.090'SAFLEX PVB 39 N^ m
d INTERLAYER o rn\I.-
INTERIOR o000 00o DOW 995 2 1/8"ANNEALED _ i
OR GLASS "'N u
O Q SIKA 552 SWIGGLE GLAZING 35 DaE: 6/25/08 i
2886%OPEN SPACER Score: N.i,S. °
2 39 AREA MAX 'DWG.BY: JK m
GLAZING DETAIL
DEfA1LA•A GI cxK.BY: LFS 3
Panel reinforcement VERTICAL CROSS SECTION DRAWING NO.:
Z FL-10975.1 0°
SHEET 2 OF I 1
FMlents\Tharrm Tnr PERMANENT\Florida Product Approvais\FL-10975\Drawings\Current\FL-TA9751-5-dwg,31
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THERMA'—TRU Lyndon F. Schmidt i�•�_'•. ORIOw
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t/30/15 UPDATE TO 57H ED. 2014 FBC JK FIBERGLASS GLAZED DOOR P.E. No. 43409 '�i'� .�0�lIAl,�` C`�``
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o ` ry 2/29/t2 UPDATE TO 2010 FBC �JK
PART OR ASSEMBLY: @ BUILDING CONSULTANTS, INC.
x r, Z 3/9/11 REVISE CLASSIC CRAFT DOOR DOOR PANEL DETAILS JL�P-O. Bo. 230, Volrico, FL 33595
CD DATE (FIBER 1 IASS A Phone No, 813.659.9197
REVISIONS FBPE C.A. No. 9813
02009 R.W.BUILDING CCNHULT 3INC.
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DETAIL A'A cHw By, LFS 3
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€ VERTICAL CROSS SECTION m
FL-10975.1 0
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No.43409 '
x $ x F '" g PRODUCT: Documents Prcpamd ey:�
m THERMA—iRU Lyndon F. Schmidt �ORI •'\�``
m FIBERGLASS GLAZED DOOR P.E. No. 43409 i�Sg1••'•'•••�.Q�G``
lun O o Z N 3 1/d0/15 UPDATE TO 5TH ED. 2014 FBC JK �il,Q�AL{OR �
o b ' ` y 2 2/29/12 UPDATE TO 2010 FBC JK PART OR ASSEMBLY: (Q BUILDING CONSULTANTS. INC.
1 3/9/I1 REVISE CLASSIC CRAFT DOOR JK rJL�1/A1//P.O. Box 230• votrico, FL 33595
I-- NO DATE BY DOOR PANEL DETAILS "" P.O. No.: 81 3.659.o, F
REVISIONS (CLASSIC CRAFT RUSTIC) FBPE C.A. No. 9813
®2009 R.W.8—.—Coneu�inniH Inc.
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7 7 INTERIOR R'Z o j�
D 50 60 L q 10
40 70 ° n
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7 7 7 EMB.(TYP.) a a
° C 50 60 3 HORIZONTAL CROSS SECTION q 10
° ' ° 6 Shownw/IXsub-buck -
27 U
40 70 ° tb
° INTERIOR INTERIOR L 10
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N N N 41
8 EXTERIOR EXTERIOR 8 a.
8
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50 60
L •OIN�Q F
L 40 70
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0 20 20 0.15'
° v ° 0.15' C'SINK--I w iaE: 6/25/OS
p 4+—C'S1NK (TYP.) SCALE: N.T.S. 9
(TYP.) C
B owc.BY: JK m
B '
e 1.1/4'"MIN. 2 HORIZONTAL CROSS SECTION E cHx.sr: LFS 3
, EMB.(TYP.) 1 HORIZONTAL CROSS SECTION 6 Inswing configuration shown 1-1/4"MIN. oaAwNc No.: a
6 tnswing configuration shown outsvnng also approved EMB.(TYP.) FL-10975.1 P°o
€ Ou gng atso approved N
SHEET 6 CE 11
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50 60 �� � v�°a
40 70 50 60
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EXTERIOR INTERIOR EXTERIOR INTERIOR 0�
15 34 INTERIOR EXTERIOR m N m
50 60 w V(n
1 VERTICAL CROSS SECTION z 70 16 37 VERTICAL CROSS SECTION
7 Outswing configuration shown 7 Shown w/1 X sub-buck u I w o
inswing also approved E o m a
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INTERIOR EXTERIOR
50 60 °
0
32 1 33 EXTERIOR INTERIOR pN; Ln
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z 36 38 q VERTICAL CROSS SECTION 50 60 31 ry aj
7 Outswing configuration z do o a:
see general notes,sheet 1 40 70 w
for"HVHT'water infiltration
requirements E R a
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DATE: 6125108 =
_VERTICAL CROSS SECTION SCALE: N.7.S.
z 3 VERTICAL CROSS SECTION 7 Outswing configuratlon DWG.BY: dK m
7 Inswing configuration see general noses,sheet 1 CHK.M LFS
see general notes,sheet 1 for"HVHP water infiiltrafion DRAWING No.: D
for"HVHT'waterinfiltration requirements FL-70975.1 co'
requirements °a
SHEET 7 OF 11
ONO
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p TYP.HEAD b o a a • o d
&JAMBS p E z m z u
L TYP.HEAD :E Ed u u 9 o a
&JAMBS O"-7d mn �Rcm
MASONRY MA + In a a w
MASONRY
OPENING OPENING O S K E c w
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a U, � N z
=o O K o ,2
FRAME 0 0 Dix
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2XBUCK
2X BUCK U LATCH&DEADSOLTDETAIL z
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1 TYP.SILL GO a a m
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10 L
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• �OV UI
c BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N^ w
Masonry 2X buck construction HINGE DETAIL o o
CONCRETE ANCHOR NOTES: Inswing w
1.Concrete onchorlocations at the comers may be adjusted to maintain the min. 9 0 0
edge distance to mortar joints. R d
< 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 =
e maintain the min.edge distance to mortarjoints,additional concrete anchors a'ujl I.
2 may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. L JEN.
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3.Concrete anchor table: L N h o
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE _
TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT 1 O 10 `"^z o°
EDGE ANCHOR 5108 i
ITW ® 1/4" 1•1/4" 4" 4" T.S. 9
TAPCON L
ELCO ® 1/4" 11/4" 1" 4" UNG.BY: JK
. m'
ULTRACON CNN.BY: LFS 3
WOOD SCREW INSTALLATION NOTES: DRAWING NO.:
1,Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c,spccing of HINGE DETAIL FL—10975.7 0
wood screws to prevent the splitting of wood. Outswing o
SHEET S Or I I
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4
06
" ZZ
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TYP.HEAD& ru E w ?m o v
� JAMBS O-z N g 9 o s a
�Oa mda�
MASONRY 4 o p 28 \ C 6
OPENING g V E O Z
G a
FRAME
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Q mU
to Ro x�
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Nzz �o
1 X BUCK u LATCH&DEADBOLT DETAIL a �zo
F �O K
9 0l o
TYP.SILL H a
A 10
10
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HINGE JAMB FRAME ANCHORING STRIKEJAMB w o o
Masonry 1 X buck construction In N`—' N
HINGE DETAIL U
CONCRETE ANCHOR NOTES: Inswing
i.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 0 0
$ edge distance to mortar joints. u
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 3
tl maintain the min.edge distance to mortar joints,additional concrete anchors 1 C
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded, 1 L n N 0 a
B 3.Concrete anchor fable: ^a n o
N[IlLEIYR 9ICt>:;MIN;:CL'£Altlt'NCEs 10 z
Arv�►TdR Aamr H —� o
3r';;;;iiri;y>;z; ki: ...........•....................... w
$1!RE SISL3 6M8J bMEldt TO M/tSONRY TO ADJACENT z u
... .... ':EDGE ANCHOR...:% 10 L onre: 6/25 08 i
. .
TAPCON® 1/4" 1•1/4" 2" 4" GCE; N.T.S.
ELCO m'
ULTRACON 1/4" 1.1/4" 1" 4" CHx.BY: LFS 3
g
F8 WOOD SCREW INSTALLATION NOTES: HINGE DETAIL DRAWING No.:
m
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c,spacing of FL-10975.1 a
wood screws to prevent the splitting of wood. OUtsw ng °w
O SHEET 9 OF 11
e ��
5.75' 2,3T' 1.68"--{
z ;!4;O .m 00
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N •;
OUTSWING IRESHOLD r
��OUTSWING THRESHOLD INSWING THRESHOLD M Ern Z m°v
18 VSththermalbreaks9 1° CompositesN Adjustablewth N a nn 9 g r m
NO substrate Standord subshate r m a a a
LV g
c°
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4.56" 5.83" 3 a
2.36" 5.63"
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OUTSIMNG THRESHOLD OUISWING THRESHOLD �1 INSWING THRESHOLD 0 oG
31 Coastal 34 Hardwood sill Ad{usfablo with
21 Standard substrate Fu substrate c~il w o
5.83" a Doa
4.56" $83"
� --2.36"
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37 OUTSWING THRESHOLD_ ,
�1 OUTSWING THRESHOLD INSWING THRESHOLD
Composite Sig Fixed with
Standard substrate Standard substrate w
5.75" Q.
Q.
Nap z
y 2
"1N^Z V
DATE: 6/25/08 =
SCALE: N.T.S.
r2- �1 OUTSW'NG THRESHOLD 19 ZD HEAD d SIDE 32 SWEEP DWG.BY: JI( m
0 odJusffng Jamb CHK.BY; LFS ;
DRAWING ND.: R
& FL-10975.1 a
SHEET 10 OF i l
Ib
BILL OF MATERIALS BILL OF MATERIALS �`��``,`
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL ti���0'••• •'� �'� tn
A I BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC) FIBERGLASS �f n
B 2X BUCK SG>=0.55 WOOD 51 FIBER CLASSIC DOOR SKIN.065"MINIMUM THK.FIBERGLASS FIBERGLASS
C MAX.INSHIMSPACE COMP. z. 'O�
52 TOP RAIL
`D 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD '.V"• c�^
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 55 BOTTOM RAIL COMP. �'��••''••••...•• �` >6,0 m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE LVL/WOOD '///// * ���`�` z m d
57 LOCK STILE
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT(CLASSIC CRAFT FIBERGLASS �� � _
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.090"MINIMUM THK,FIBERGLASS FIBERGLASS e a m u�
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. g 9 `a 0
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD va"� m a a T
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. _ o
K #8 X 2-1/2"PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD e v°Z
L #10 X 2-1/2"PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC FIBERGLASS 8 aa:
1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS
2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. c
3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. o
4 #10 X 1-1/2"PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD
a_
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM �w
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM
9 4"X 4"HINGE.097"THK. STEEL " m
10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL
14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP.
15 THRESHOLD OUTSWING-5 3/4"COMPOSITE SILL ALUM./COMP, =I m o m
16 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. 0
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL a
18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD m
19 HEADER JAMB SG>=0.42 WOOD
20 SIDE JAMB SG>=0.42 WOOD
1 KWIKSEf DEADBOLT(SIGNATURER TEE o
27 LATCH STRIKE ATE STEEL o 0
28 DEADBOLT PLATE STEEL N
g 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD w o ci o
32 DOOR BOTTOM SWEEP PVC c V)
33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP, N
34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD o o
35 7/16"X 1/2"STAPLE STEEL
all
36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. 6
37 OUTSWING THRESHOLD ALUM./COMP,
38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. o F
ti 39 PANEL REINFORCEMENT 0.023"THK. STEEL n p m
40 FIBERGLASS DOOR PANEL W STEEL REINFORCEMENT SMOOTH STAR FIBERGLASS =
44 HINGE STILE WOOD "'N-°z
45 B07TOM RAIL COMP, DATE; 6125108 i
46 INSULATING FOAM CORE POLYURETHANE sma, N.T.S. °
e 47 LOCK STILE LVUWOOD DWG.BY: JK m'
48 TOP RAIL COMP. CHK.BY: LFS
49 SMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS OWNG NO.:
FL-10975.1 cl
A! NOTE WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) SHEET OF 1 1
I ID
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