HomeMy WebLinkAboutProduct Approval (2) THERMAITRU®
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1. This product has been evaluated and is in compliance with the 6th Edition J
(2017)Florida Building Code(FBC)structural requirements excluding the"High ¢2 69 m qy
Velocity Hurricane Zone"(HVHZ). °" O �n
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2. Product anchors shall be as listed and spaced as shown on details.Anchor 3E i N Q X o y�
embedment to base material shag be beyond wall dressing or stucco. a,,, i G;
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3. When used in areas requiring wind bome debris protection this product a a
8 complies with FBC Sections 1609.1.2&R301.21.2 and does not require an
Impact resistant covering.This product meets missile level"D"and includes Wind —'m
Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.22&R301.2.1.2.1. RECEIVED
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4. For 2x stud Framing construction,anchoring of these units shall be the some as iz
2 that shown for 2x buck masonry construction.
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5. Site conditions that deviate from the details of this drawing requDe further v.J z
engineering analysis by a licensed engineer or registered architect. $ Ln
$ STS Ducie E44Tiey, Permitting
6. er-Classic&SmoothStor Door panels require the use of"f'part numbers and y
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,e must be stained or painted within six months of installation.
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ti TABLE OF CONTENTS z
a SHEEN DESCRIPTION
1 Typical Elevations,Design Pressures&General Notes ^<
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' 2 Door Panel Details —^ 'm
3 Elevations DESIGN PRESSURE(PSN DESIGN PRESSURE(PSI) z
4 Horizontal&VertrcaICrossSecttors2XSuck) CONFIGURATION LOCK INSWING OUTSWING Naz E3
5 Horizontal&Meal al Cross Sections(1X Buck HARDWARE DATE:08 02/16 Ze
6 Horizontal&Vertical Cross Sections IDuec o Masonry) POS►TIVE NEGATIVE POSMVE NEGATIVE n
7 Vedcal Croste ons olds) srue N.T.S. 5
2 8 Buck&Frame An Orin. X Latch&DeadboB +67.0 -67.0 +67.0 -67.0 Mr:.13Y: JK m
9 Hardw€ components X MuRipoint +50.0 -50.0 +50.0 -50.0 tl°`BY, LFs rc 10 Components OrHxwc NO-
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79.25"MAX.DOOR PANEL HEIGHT
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THERMA—TRU Lyndon F. Schmidt
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UPDATE TO 6th ED (2017) FBC JK P.O. Box 230, Valrica, FL 33595
h — NO By DOOR PANEL DETAILS RW Phone No, 1313.659.9197
752ale R.W.13UILOING C—U-8 INC. REVISIONS FSPE CA. No. 9813
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Products approved include all embossed panel doors and 2 panel recessed panel doors. CM BY: LFS 3
Similar opaque panel configurations are allowed. URAIWW NO, �
Panels shown are for illustration and are representative only. FL-20468.1 0
= mm 3 of 11
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$ 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD�/�/BUILDING CONSULTANTS,�NL�
m U7 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK HORIZONTAL & VERTICAL °f�V�/ P.O. Box 230, Valrico, FL 33595
rn NO DATE BY CROSS SECTIONS (2X BUCK) Phone No.: 813.859.9197
REVISIONS F73PE CA No. 9813
02016 R.W.BUILDING 0131,18 TANTO INC.
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m NO DATE BY CROSS SECTIONS (IX BUCK) Phone No.: 813.659.9197
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w/STANDARD STRIKE_±55 PSF � m
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Notes: /Oi''i
1.S11 Item#'s 17,18,32,34,35,36,37,38&39 are attached to Jambs w/(3)#8 X 2-1/7'pfh screws at each end. Q;
Sm Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2'pfh screws at each end. �: m
Sill Item#IS is attached to jambs utilizing(2)#10 X 2"pph ShAS at each end. n
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REVISIONS FBPE C.A. No. 9813
2016 R.W.SUIL.-CO NBN LTANTS INC.
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2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 o N w
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MASONRY L 2X BUCK LATCH&DEADBOLTDETAIL yN9�
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BILL OF MATERIALS BILL OF MATERIALS p :,21►
REM# DESCIUMON MAMAL REM# DESCRIMON MATERIAL
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL
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B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL %�::, Z
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'�. '.........-• 'I�4��� °-3�,2
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL f/ 1 1^I` 2d;6
E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL \ 00�''
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G 3/16"X 3-1/4"Tf W CONCRETE SCREW STEEL 29 VX 4"HINGE STEEL m
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J 1/4'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP VVV a " 5°a a
L #10 X 2-1/2"PFH WOOD SCREW(1.15-MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 14 u
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP oZ
N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP S a
1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
e 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 o
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 J
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) _ w w o
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) - rn m
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) - a
18 OUTSWING THRESHOLD ALUM/COMP &
8 22 #8 X 3/4"PFH WOOD SCREW STEEL _ a
23 #10 x 3/4"PFH WOOD SCREW STEEL I I "m
a 24 #10 x 1"PFH WOOD SCREW STEEL
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CONCREIEANCHOR NOTES: W
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. ZOn
F edge distance to mortorjoints. i �
2-Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
.a maintain the min.edge distance to mortar joints,addifional concrete anchors S
may be required to ensure the"MAX.ON CENTER"dunension are not exceeded.
$ 3.Concrete anchor table: i
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WOOD SCREW INSTALLA77ON NOTES: DpAWM NO,
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