HomeMy WebLinkAboutProduct Approval (2) THERMAITRU
DOORS
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OPAQUE FIBERGLASS SINGLE DOOR $ T� Q�
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F GENERAL NOTES o
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1. This product has been evaluated and is in compliance with the 6th Edition
d (2017)Florida Building Code(FBC)structural requirements excluding the"High q z � M
Velocity Hurricane Zone"(HVHZ). rLV 0 9 m I
2. Product anchors shall be as fisted and spaced as shown on details.Anchor _ �.
embedment to base material shall be beyond wall dressing or stucco. X I a
3. When used In areas requiring wind bome debris protection this product a a
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an �g I m
Impact resistant covering.This product meets missile level"Wand includes Wind
s Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1.
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12 4. For 2x stud framing construction,anchoring of these units shag be the same as o^
that shown for 2x buck masonry construction. 'o
5. Site conditions that deviate from the details of this drawing require further Z B o
engineering analysts by a licensed engineer or registered architect. d e'
6. Fiber-Classic&Smooth-Star Door panels require the use of"J"part numbers and o
must be stained or painted within six months of installation. 6 12
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ti TABLE OF CONTENTS
SHEETS DESCRIPTION UJz
1 Typical Elevations,Des gn Pressures&General Notes ~
z 2 Door Panel Details
3 Elevations DESIGN PRESSURE(PSi) DESIGN PRESSURE(PSI) p o
4 Horizontal&Verflcal Cross Sections2X Buck LOCK INSWING OUTSWING Z
CONFIGURATION ^ a
5 Horizontal& ertical Cross Sections 1X uck HARDWARE Doh 08102116 3
6 Horizontal&Vertical Cross Sections julrectfomasonryl POSITIVE NEGATIVE POSITIVE NEGATIVE 9
7 ve ca Cross Sections Rhreshotds saE N.T.S.
a B Buck&name Anchoring X Latch&Deadbolt +67.0 -67.0 +67.0 -67.0 M.W. JK m'
r 9 Hardware DetailscHr er: LFS 3
Com nems X Multipoint +50.0 -50.0 +50.0 -50.0
10 d
DMN1N0 N0.: 0
11 Bill of Materials See Sheet 3 for Hardware Specifications FL-20468.1 w
SHEET_L OF_L1
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EXTERIOR 1.198, 0.408' EXTERIOR 1.198"
6
1.198" 1.876- r 031 1.198, 1.876 0.406'
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COMPOSITE INTERIOR LOCK BLOCK STILE )D) COMPOSITE HINGE STILE INTERIOR LOCK BLOCK STILE x
HINGE STILE (12.S'LONG LVL) (ENGINEERED WOOD)CAP (ENGINEERED WOOD) CAP (ENGINEERED WOOD) (12.5'LONG WOOD) (ENGINEERED WOOD) 2 A
Do.
1 HORIZONTAL CROSS SECTIONr2-*'\HORIZONTAL CROSS SECTION o
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TOP RAIL Z co,
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(COMPOSITE/ENGINEERED
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36.0'MAX. 35.813"MAX. 35.813"MAX. �-: 8
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DOOR PANEL DOOR PANEL DOOR PANEL ANEI FL-20468.140*800K 41gHyb�d Door 42 UI Door
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4 5 6 6KNOB: F51 D:
3 3 6
4 5 6 6 SCHLAGE
DEADBOLT: B60 �o
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$ KWIKSEi DEADBOLT: SIGNATURE SERIES(980) m
SEE HARDWARE HOPPE MULTIPOINT:MPDGART
CHART (THERMA•TRU) (3 pt.Manual Tongue)
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Fiber-Classic/Smooth-Star Door Panel Options M BY: JK m
Products approved include all embossed panel doors and 2 panel recessed panel doors. C„K BY: LFS 3
Similar opaque panel configurations are allowed. DMND NO-
Panels shown are for illustration and are representative only. FL-20468.1 0
SHELr_�L DFI "
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No.43409•
11/29/17 co
x $ x o $ PRODUCT: Dx nta Prepared By: % SMOF
THERMA—TRU Lyndon F. Schmidt I'll.
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I� N z 0° FlBERCLASS DOOR P.E. No. 43409 /,��'O
or -4 y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD BUILDING CONSULTANI'S,T �A4 t1\\\
m IA 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK HORIZONTAL do VERTICAL P.O. Box 230, Valrico, FL 33595
m NO DATE BY CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197
REVISIONS F'BPE CA No. 9813
®201 C.R.W.BUILDING DDN9ULTANT6 INC.
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PRODUCT: Ilocumerlte Prepared SMEOF r• z
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THERMA—TRU Lyndon F. Schmidt �j AZOMID0 .�
FIBERGLASS DOOR P.E No. 43409 • ,�CAIA1.'�����
2 i f 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY- BUILDING .11 t`
pD Z in 1 7117117 UPDATE TO 6th ED 2017 F13C JKHORIZONTAL & VERTICAL P.O. Box 230, VGlrloo, FL 33595
rn NO DATE BY CROSS SECTIONS (iX BUCK) Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
0 201 6 R.W.BUILDING CONSULTANTS INC.
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EXTERIOR INTERIOR
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EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION o
6 Shown Direct to MasonrX 6 Shown Direct to Masonry o
IS Outswing only w/49/16 Jamb Outswing onlyw/6-9/16'jamb �g
$ DIRECT TO MASONRY MAX.DESIGN PRESSURE:
w/STANDARD STRIKE=t 55 PSF m
W/SECURITY STRIKE= t 65 PSF [50
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EXTERIOR ` E n j
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EMB.RYP.) EXTERIOR Z
M I 11-1/4 MIN. ute 08 02 16 z
EMB.(TYP.) scuF N.T.S.
2 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION D•er JK m
E? 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to Masonry Cm BY. LFS 3
6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/6.9/16'Jamb Outswing only w/6-9/16'Jamb DRAwwo NO.;
Outswing only w/49/16'jamb Outswing any w/4-9/16'jamb FL-20468.1 n
SHEET
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Notes: J �i
1.SRI Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#B X 2-112—pfh screws at each end. � �•':�y
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/7'pth screws at each end.
SIR Item#15 Is attached to jambs utilWng(2)#10 X T pph SMS at each end.
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7 Outswing Sill 4 VERTICAL CROSS SECTION Dwa BY. JK 'm
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DRIWMO N0.:
FL-20468.1 0
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11/29/17:; �•*
g PRODUCT: Documents Prepared Or. �� .; SDIIEOF t• ``.
THERMA--TRU Ptd n.F 1Schmidt i�7 At..... •'�6``
j m FIBERGLASS DOOR
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-1 N 2 TI–TIS-1-17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: Rw BUILDING CO
PD tr> ! 7 IJ !7 UPDATE TO 6th ED 2D1J FMC JK BOCK& FRAME ANCHORING P.O. Bax.: 810. .659.9VaIrico, 733595
m NO DATE BY Phone Na.: 813.859.9197
REVIS ONS FBPE CA No. 9813
2016 R.W.9111La1Np DON6NLTANT6 INC.
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k 2X BUCK Latch and Deadbolt Multipoint Lock MASONRY 30 c N
1X BUCK G 27 d S Ln
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MASONRY L 2X BUCK LATCH&DEADBOLT DETAIL B
e 29 LATCH&DEADSOLT DETAIL 88 G 1X BUCK uponoc j =
Schloge M DIRECTTO
ti MULTIPOINT LOCK STRIKE DETAILS
g LATCH&DEADBOLT STRIKE DETAILS DIRECT TO MASONRY ^^a
g (Standard Deadbolt Strike Plate) M MASONRY 24 23 n
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DEADBOLT STRIKE DETAILS HINGE DETAIL sum- N.T.s.JK m
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ISKM7 10 OF
BILL OF MATERIALS BILL OF MATERIALS `% &•`• .e�'�
DEM# DESCRIPTION MATERIAL REM 9 DESCRIPTION MATERIAL _ag
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL y Z '0�
C 1/4!1 MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL Y�•''••...,,
D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ��i� �c P �v%
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL II t ' t^ z d;z
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL ` $N o
G 3116'X 3-1/4"ITW CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL V �a E W Z,m ZO
J 114'X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP VV `S 9 O IL
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L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 'm°O a ED
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E o=
N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPa
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
a 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP :3g
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP }
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK)
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) m
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(UI) a
m 18 OUTSWING THRESHOLD ALUM/COMP a
22 #8 x 3/4"PFH WOOD SCREW STEEL Y Y
23 #10 x 3/4"PFH WOOD SCREW STEEL "°0
24 #10 x 1"PFH WOOD SCREW STEEL
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CONCRETE ANCHOR NOTES: B o
$ 1.Concrete anchor locations at the comers may be adjusted to maintain the min. $ y
g edge distance to mortar joints. a
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to B
maintain the min.edge distance to mortar joints,additional concrete anchors
$ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3.Concrete anchor table: O:Mi i
ti 3;i lu[IiJCIEARANCE':'lIINC:<E1RANGE
�►NCIfOR. ANtWbtt MIN -
I:MBEL)MI Nt TO MASONRY TO;ADJACE Q. n a f
TYPE....... S/Z ...........::.::-.... :::,.......EDGE:............ ......ANCHOR..:;':;. o
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TAPCON® 1/4" 1.1/4" 2" 4" o°
ELCO ® AM 08 02 18 =
1/4" 1.1/4" 1" 4" T
ULTRACON sum- N.T.S. 10
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o 3/16" 1.1/4" AS SHOWN 1.1/2" M.sr: X m
F TAPCON aiK .
WOOD SCREW INSTALLATION NOTES: wewua NO.:
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of
€ FL-20488.1
wood screws to prevent the splitting of wood. N
n SfW 11 OF 11
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