HomeMy WebLinkAboutProduct approvals, double doors noi -
74.5'MAX.THERMAITRU �-- FRAME WIDTH--�{ _ �- n
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THERMA TRU DOORS
118 INDUSTRIAL DR., EDGERTON, OH 43517
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OPAQUE FIBERGLASS DOUBLE DOOR
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GENERAL NOTES o
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I. This product has been evaluated and is in compriance with the 5th Edition(2014)Florida Building z
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). R W
150.75'MAX.FRAME WIDTH go
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base F
75' 0.75"material shall be be and wall dressin or stucco. 37.7sMAX•yg FRAME WIDTH74.5"MAX.FRAME WIDTH T� j
D o a E2 3. When used in areas requiring wind borne debris protection,this product complies with Section �w
1609.1.2 of the FBC and does not require an impact resistant covering.The glazing meets missile 0I < a
level"D".The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of 9103
the FBC. m
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4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
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W — N
5. Site conditions that deviate from the details of this drawing require further engineering analysis by 3 0 e Q o
o a licensed En
engineer or registered architect. __ _ g ij - — d z
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TABLE OF CONTENTS
SHEET# DESCRIPTION G' U,/,
e1 Typico a eva iota,design pressures&genera notes
$ 2 Smooth Star oor panel a ads a a n
3 Fiber Classic door panel details _
4 Classic Craft door panel tlefa is 2 e
5 Smooth Starse a epanel eta' an ganngdetails
6 Rber.Classic sideve panel details an g anng detailsao
7 Classic Craft sidelite panel details and glazing de ads m
8 " Elevations MAX OVERALL MAX OESfGN PRESSURE S z n°
9 Horizontal cross sections _ FRAML'
10 Horizontal cross sections QfM�NSfON OIMENS N POSITIVE NEGAT11fE DX 8 21 12 n
11 vertical cross sections scue N.T.S.
F 12 Vertical cross sections 7415"x 98.0" N/A +50.0 -50.0 0M C 81 JK m'
13 —Buck anchoring
14 Frame anchonn CHN.er. LFS 3
15 Asfraga etal
150.75"x 98.0" 21.00"x 78.75" +50.0 -50.0 DRAWING Ho.: a
: 16 B'I o matena a components n
FL-15037.4
0
17
SHED 1 or 16
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4, TOP RAIL I I 01
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(LVL) (WOOD) gEn 4 m a a a
INTERIOR
FIBERGLASS SKIN %`` E `oz
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36.00"MAX. 3 a 3 a
DOOR
PANEL WIDTH
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FOAM CORE ',,•� � �o
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KNOB: SIGNATURESERIES m
o _ 1 �g05 _ _- KWIKSET DEADBOLE S16NATURE SERIES(780) wLn
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2 2 SCHIAGE SOB: "rSERIES(FIO) :•'',.'�';� ,
in r DEADBOLT: °E'SERIES(!60/62) o w
a BOTTOM RAIL
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F DOOR PANEL 2 VERTICAL CROSS SECTION Mr.BY:
41 Fiber Classic 3 cm BY: LFS 3
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KNOB: NATURESERIES La
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DEADBOLl' S GNAWRE SERIES(M)
KNOB: -r SERIES(F10)
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FOAM CORE
0 DEADBOLT.- -B-SERIES(B60/62)
-(POLYURETHANE
13 Pcf MIN
BOTTOM RAIL
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(COMP.)
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PANEL WIDTHHORIZONTAL CROSS SECTIONCROSS SECTION
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5 EXTERIOR � 00
CELLULAR 1A 1/7'GLASSBITE
GLAZING 1"THK.GLASS
TAPE
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AIR SPACE o
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$ 1.3T c 1.9 PCF MIN.) i
FIBERGLASS SKIN ^W
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a 0.06" j
BOTTOM RAIL m
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EXTERIOR FRAME INTERIOR FRAME LITE FRAME TRIM i?-;%;a.+. DATE: 8�2 7 12 =
lA 2A 3A g
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g Smoo}h Star cwt.BY. LFS
E 2 VERTICAL CROSS SECTION DMING NOa
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No.43409
PRODUCT: Oxument.Pnparad Dr. ^� QODEff
El r'I 7HERMA TRU Lyndon F. Sehmld •'•.Axomob.
I w P.E. No. 43409co
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r w ;ti PART OR ASSEMBLY: BUILDING CONSULTANTS, INY,
V N 7; to -. 1 1 15 15 UPDATE 70 STH ED. 2014 FBC LFS P.O. Box 2.30, Vclrlco, FL 33595
NO DATE 6Y ELEVATIONS l/ Phone No.: 813.659.9197
REVISIONS FBPE CA. No. 9813
®2D1 2 R.W.BUILOINC CONSULTANTB INC.
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INTERIOR 29 E 1S MAX. ` •.� .�'L"'� 0
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40 41 42 24 L N E MIN. ;to,.
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C'sINK N 6 VERTICAL CROSS SECTION
InP•) E Q Outsw n can f uratton ^
1-114''MIN. 4-9/16"jamb g D o
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR = N �
lnsvri configuration shown 4 Outswing configuration < N�
Q Outswwing also approved 4-9/16")amb 0 0
7 VERTICAL CROSS SECTION =
C Q out,- configuration o
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INTERIOR 24 E 0
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�3H RIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION r,K5 .`;HORIZONTAL CROSS SECTIONORAN1No NO_ng configuration shown W/1 X 8uck 9 Ovtsng configuration Outswing configuration FL-15o37.4
wing also approved 6 9/16"jamb 6 9/16"jamb
0
bsXEEr g or 18 N
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NOTE: `.` •L '
1. SideCte ass'y fastener.6'from each m
end and 6 more screws equally �• N
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ZONTAL CROSS SECTION (21 HORIZONTAL CROSS SECTION (-3�HORIZONTAL CROSS SECTION
ing confuration shown 1 p Outswin.q configuration shown 1 Q Outsw ng configuration shownNZ
g also approved Iruw ng also approved Insw ng also approved i
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EXTERIOR INTERIOR Uw
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1 VERTICAL CROSS SECTION n VEMCAL CROSS SECTION
11 Outswi
Insg al ng configuration shown 11 Shown w/1 X sub buck 0I o
winso approved Outswig n configuration shown o
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EXTERIOR INTERIOR N z
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11 Outswing configuration 11 Uuwing configuration .� C m
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EXTERIOR INTERIOR u
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION ~ �2
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EXTERIOR INTERIOR SEE NOTE 1 M
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SCAM N.T.S.
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F 12 Outswing configuration 1.Sideflte assy fastener.T from each 12 Inswing configuration aK BY. LFS ;
end and O.C.(TYP.)line. a
wuwu�c NO,
FL-15037.4 0
sir 12 nr T 6
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TYP.HEAD I I ASTRAGAL MASONRY TYP.HEAD III I I III r 'm
MASONRY — &JAMBS I I SHOWN FOR OPENING &JAMBS III I I III E o` 5
OPENING II REFERENCE III II II ° v
2X BUCK
I 2X BUCK—,,., III�ASTRAGAL AND FRAME— III
_ I I III SHOWN FOR III
II III REFERENCE III
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c CONCRETE ANCHOR NOTES: In
1. Concrete anchor locations at the comers maybe adjusted to maintain the min. EJ
edge distance to mortar-joints.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a
maintain the min.edge distance to mortar joints,additional concrete anchors n
a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: 9
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4ANGHOR ANC1/Olt MlN MIN CLEARANCE MIN CLEARANCE
EMBEbM13NT TOtr1450NRY TOADJACENF z
TYPE SIxE;. ......... - z
.... ..:..: E ........ :: ...ANCHOR
ITW z 0
z TAPCON® 1/4" 1-1/4" y 4" arE 8/21112 i
ELCO SCML. N.T.S.
ULTRACON® 1/4" 1.1/4' T" 4" M.BY:
WOOD SCREW INSTALLATION NOTES: LFg 3
1.Maintain a minimum S/8"edge dl&ce,i"end distance,8 I"o.c.spacing of DRAVANG NO--
wood screws to prevent the splitting of wood. FL—i 5037.4 n
sR�r 13 of IF N
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MASONRY z d'm d
MASONRY TYP.HEAD 8 &JAMBS $N ..Z
OPENING JAMBS OPENING D b 9/16"JAMB Q 9 v ><i d
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FRAME 4-9/16'JAMB I U FRAME-"' MASONRY In d a m g m a O n
6-9/16"JAMB D p _ _ _
DIRECT TO — 4-9/16"JAMB N E 9 Z
MASONRY 6-9/16"JAMB O 8a
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2X BUCK — TYP.SILL 2X BUCK I TYP.SILL MASONRY
Typ. — — — z
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SILL SEE I SILL o
SEE DETAIL 2
DETAIL 2 4� m
4-9/16"JAMB N o
z FRAME ANCHORING MASONRY FRAME ANCHORING o
6-9/16"JAMB � 0 a
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a MASONRY N m
ZZ 1X BUCK H 29
t 2X BUCK L 28 In
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o ASTRAGAL
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- - �SWi `— _ASTRAGAL o z
DETAIL�2 BOLT HOLE 24 En
CONCRETE ANCHOR NOTES: w w
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1.Concrete anchor locations at the comers may be adjusted to maintain the min. HINGE DETAIL Fn z z o
edge distance to mortarjoinfs.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to K p
maintain the min.edge distance to mortar(alms,additional concrete onchom DIRECT TO a d
may be required to ensure the"MAX.ON CENTER*dimension are not exceeded. MASONRY N z
3 Concrete anchor table 27 F
MIN CiEARAN�E MINIEARANCE: IX BUCK G <
�NCH6R ANCHOR MIN. -
70MASl�NRY iOADJACENi ,
iYpF SIZE EMBEDMENT :EDGE 2X BUCK K 26 LATCH d DEADBOLTDETAIL
ANCNlSR.....:. SEE HINGE i
IT DETAIL ^z
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TAPCON® 1/4" 1 1/4" 2' 4" oaT[: 8 2i 12 i
ELCO ® 1/4" 1-1/4" 1" 4" SCAM.M£: N.T.S. °
DWG.�: JK a
TAPCON® 3/16" 1-1/4" 3" 1-1/2" DNtL BY. LFS 3
WOOD SCREW INSTALLATION NOTES: DETAIL 1 DRAWING NO.: Ir
ro
1.Maintain minimum Sent edge distance,1"end distance.8 I"o.c.sparing of FL-15037.4
n wood screa ws to prevent'he spGtfing of wood. HINGE JAMB ASTRAGAL �� 14 or 16 N
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No.43409 =
PRODUCT: Docu
ments Pmpamd By: QD9E OF
THERMA TRU Lyndon F. Schmidt ��i •''•...20......
P.E. No. 43409 `7�
L PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
v X 1 1 15 15 UPDATE TO 5TH ED. 2014 FDC Lf5 ASTRAGAL DETAILS P'0. Box 230, Va1Nco, FL 33595
N NO DATE BY Phone No.: 813.659.9197
REVISIONS I FBPE CA No. 9813
"J 201 3 R.W.BDILDD.D DONBDLTANTe I.e. l
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81CLOFMATERIALS
n
ITEM# DESCRIPTION MATERIAL _•••: Y1
A 1 X BUCK SG>=0.42 WOOD 4.563 =_V.
B 2X BUCK SG>=0.42 WOOD r 'N• 4.: tL
C 1/4"MAX.SHIM SPACE N
i �•'••.,,. ai n
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL - ��i�i * `` m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI to I �ITILT rslss�� �N "�
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL v Z a i v
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL HEAD a SIDE L g 9 m c w
H 1/4"X3-1/4"PFH ITW CONCRETE SCREW STEEL 1 iamb a ur m a a
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL `o Z
K #8 X 2-1/2'PFH WOOD SCREW STEEL c a
L #10 X 2-1/2'PFH WOOD SCREW STEEL c
M #9 X 2-1/T PFH WOOD SCREW STEEL
1 HEAD AND SIDE JAMB(PINE)SG>= WOOD
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM �
11 #10XI-1/2'PFHSCREW STEEL
12 #10 X T PFH WOOD SCREW STEEL I I W
18 THRESHOLD OUTSWING ALUM./WOOD I�4.563'
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22 INSWING SIDELITE ADAPTER STEEL N o
23 OUTSWING SIDELITE SPACER STEEL 18 OITISWING
26 ASTRAGAL STRIKE PLATE STEEL Th eshold �I om
27 LATCH STRIKE PLATE STEEL o ~
28 DEADBOLT PLATE STEEL a
M 29 4"X 4"HINGE STEEL 5.83" I°r
32 DOOR BOTTOM SWEEP PVC 1.68" m
ti
33 INSWING THRESHOLD ALUM./WOOD 0
40 FIBERGLASS DOOR PANEL-SMOOTH STAR
41 FIBERGLASS DOOR PANEL-FIBER CLASSIC - -- - v
� N
42 FIBERGLASS DOOR PANEL-CLASSIC CRAFT -
- 46 ASTRAGAL-- ALUM. zo
47 ASTRAGAL FLUSH BOLT STEEL
48 ASTRAGAL FLUSH BOLT RETAINER STEEL
50 FIBERGLASS SIDELITE PANEL-SMOOTH STAR 33 INSWING
mreshaid
51 FIBERGLASS SIDELITE PANEL-FIBER CLASSIC w
52 FIBERGLASS SIDELITE PANEL-CLASSIC CRAFT
$ 86 TX MULLION(SG>=0,42) WOOD 2.193" i
t; � m
g' w §
N! <
O {--2.115" o o
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2
o DATE: 8/21/12 z
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� SCALL N.T.S.
2 23 O[ITSWINGSIDELTTE 22 INSWINGSIDEIRE 'By. X m
1 SPacer Adapter CKW ar: LFS 3
E
DRAWING No-
FL-15037.4 0