HomeMy WebLinkAboutSINGLE & DOUBLE GLAZED PANEL4 'HER
I-- MA ITRU
�(U
l THERMA TRU DOORS
1 18 INDUSTRIAL DR.. EDGERTON, DH 43517
"ooth-Star" and "Benchmark by Therma-Tru"
6' 8N SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS
W/ & W/OUT SIDELITES
INSWING / OUTSWING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
General Notes
1. This product anchoring drawing has been developed in compliance with the 6th Edition
(2017) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the
Certification Agency Certificate for sizes, specifications and ratings.
105:50" MAX. OVERALL FRAME WIDTH
i Z 3
5 5 5
4
'1
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Im
_ .5
I'1"I
1 1
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5
5
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1 2 4 5
6 6 6 6 6 6
DOUBLE W/ SIDELITES OXXO
MAX DESIGN PRESSURE
+55.0 -55.0
2. Produdt anchors shall be as listed and spaced as shown on details. Anchor embedment
to base material shag be beyond wag dressing, stucco, foam, brick and other wall
coverings.
37.50' MAX.
OVERALL
_
3. Wood screws shall be installed following installation instructions of ANSI AFBPA NDS 2015.----
WIDTH —
All other fastener types to be.tnstalled following fastener manufacturer's installation
instructions.
4. Fastener embedment depths, edge distances and center -center distances shall be as
but in instance they be less than in §
rr-.p,
specified by the fastener manufacturer no shall shown _;
I I; ; I I;
I
this drawing. 'o m
X WO
L �I I �I
5. Where shims are used, they must be a'tigid / stiff' material that complies with the a 59
0
requirements of the FBC. 50
r 7
I I I I
Ii 'I I' 'I
6. Positive and negative design pressure requirements for use with this drawing shall be
determined by others for specific jobs in accordance with the governing code.
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7. Site conditions not covered by this drawing are subject to further engineering analysis.
TABLE OF CONTENTS
SHEETN
I DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Buck anchoring
3
Frame anchoring
4
Frame anchoring & big of materials
5
Horizontal & vertical cross sections
6
Vertical cross sections
SINGLE X
MAX DESIGN PRESSURE
+67.0 -67.0
66.50" MAX.
OVERALL
��
1 2 3
5 5 5
SINGLE W/ SIDELITES OXO
MAX DESIGN PRESSURE
+40.0 -40.0
74-V MAX.
OVERALL WIDTH
I 2 3
5 -
�t_il It_� It_-y It 31
I I I 1 11 I I
5
5 �I AI,t1 iI�I 1�1 i5
I I I
�A. ,IA ;IA
4 5 6
6 6 6
DOUBLE XX
MAX DESIGN PRESSURE
+55.0 -55.0
LOCK HARDWARE MM 3 SERIES
KWIKSETSIGNATURE SERIES LATCH
KWIKSET SIGNATURE SERIES-780 DEADBOLT
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am: �
0
2
N
e 9 6
o E
D
anZd
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53.00' MAX.
OVERALL WIDTH
2 3
i 5 5
Y� KA
r -11. r-=T
I I 1 1
r r-in.
�L_A1 L�__J�
SINGLE W/SIDELITE OX
MAX DESIGN PRESSURE
+40.0 -40.0
0
�N
3
W�
M
OR
SCALE: N.T.S.
M. Err. JK d
W. ST: LFS 3
DRAWING NO.: 0
FL-15225.5-68
O
SHMI 1 OF 6 n
4"—1-1-1— 4"
—I i_ 14
II
I
`r I MULLION
4 4 II SHOWN FOR
MASONRY MASONRY REFERENCE
OPENING TYP. HEAD OPENING - TYp 11
& JAMBS HEADII
& JAMBS
2X BUCK
2X BUCK ul II
II
7.
�� II
II
II
II
II
• SINGLE DOOR SINGLE W/SIDELITE
BUCK ANCHORING BUCK ANCHORING
MASONRY J
OPENING
NOTES:
1.2Xbuck min. S.G.80.55. 2X BUCKJ
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
maintain the m1n. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded. _
3. Concrete anchor table: „
ANCHOS
ANCHOk-..
MIN..
b11N cIEARANee
..............................
MIN :CLEARANCE :
SIZE
,
EMBEDMENT
70 ASDNRY ..
.TO ADJACENT -.
TYPE
.
.
a EDGE :. .:..:......
.........
.
RW ®
1/4"
1-1/4"
2"
4"
TAPCON
ELCO ®
1/ 4"
1.1/4"
1"
4"
ULTRACON
`•o-
MASONRY
OPENING
x�C 2X BUCK
Q �
C) C)
!3-d
4" —1-1-1 4"
II II
III
II MULLION II
4 II SHOWN FORTYP 11
II REFERENCE II
HEAD I I 11
& JAMBS II
I I
II II
II aI
II MULLION II
II SHOWN FOR II
II REFERENCE II
II II
II II
II II
SINGLE W/SIDELITES
BUCK ANCHORING
48"
7-7
II
II
II
TYP. HEAD �
& JAMBS ii`ASTRAGAL
SHOWN FOR
II REFERENCE 2X
11 BUCK
II ��
II °' U
II �o
II
II
DOUBLE DOOR
BUCK ANCHORING MASONRY
OPENING
4"
48 A
I� II II
4 I I MULLION SHOWN FOR II MULLION
TYP. II REFERENCE II SHOWN FOR II
HEAD II REFERENCE II
& JAMBS II I I
II II II
II I� ASTRAGAL II
II 11 SHOWN FOR II
II II REFERENCE II
II II II
II II II
II „ II
.DOUBLE W/SIDELITES
BUCK ANCHORING
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NG NO.: R
15225.5-68 0
_L OF 6 N
En
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3' PAIRS 30 3"
7 TYP.
73„ 1-h-I F- 3" 3 TV. 1 3" � �3.. 'I 6
11 11 I-
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MULLION ull ~ a w r ¢ w I MULLION w
I lil SHOWN FOR - ? w r ° __ = o o- SHOWN FOR - it S
REFERENCE Y >; w a REFERENCE >_
d N N N A W/2X BUCK INSTALLATION
A W/2X BUCK INSTALLATION .M_.
o =4 6 = 0 9 /1X BUCK INSTALLATION
9 W/1X BUCK INSTALLATION 0 TYP. HEAD & JAMBS
TYP. HEAD & JAMBS
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A INSTALLATION
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11
„D" "E„ "C,. „D„ "A„
VIEW "C"—"C" SINGLE DOOR W/SIDELITES VIEW "E"—"E" ^ VIEW "D"—"D SINGLE DOOR W/SIOELITE VIEW "B"—"B" SINGLE DOOR VIEW A" —"A"
SHOWN W/ OPTIONAL CORRUGATEO
FASTENERS. REM #30 (TYP. ALL
SIOELRE TO DOOR JAMB CONNECTIONS) W/2X BUCK
SIDELITENOTES: INSTALLATION 2 0
1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each
vertical jamb, from the top down at 13.5 , 31 , 48.5' & 66". There are (2) at the header at 4" from B W/1 X BUCK 1 1
the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. INSTALLATION
2. For optional sidelite construction with staples, sidefite is direct set into the jamb with (4) �/6"X
73/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES: DETAIL "6" DETAIL "2"
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to W/2X BUCK 2
maintain the min, edge distance to mortarjoints, additional concrete anchors INSTALLATION
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table: W/lX BUCK 12 C
iANCHQR
ANCHOR
MfN
MIN C4EARANCE
.M1N C. ...NCI=
'` i1YPE;
S)2E
EMBEDMENT
TO MASONRY
TO ADJACENT
:.
............................................................................................
::'EDGE............:.:........ANCiiOlt...::
.
ITW TAPCON®
2"
4"
ITW
TAPCON®
3/16"
1_1/4"
3"
1-1/2"
INSTALLATION 1
1
DETAIL "1"
B
1 C
1
DETAIL "4"
2/21/12 3
N.T.S.
By: JK 'm
BY.. LFS 3
NO NO.:
15225.5-68 a
3 OF 6 N
"E"
C.. 7.,
,{ 3" 3"
4 3� Lll I 3'i r` 3
I II II I II 1 1 II II _
SEE NOTE 311 A
SHEET 3 II SEE DETAIL
ASTRAGAL-� If;I
I MULLION
_ SHOWN FOR .II SHOWN FOR _
REFERENCE II REFERENCE
ONLY II
_ II
� II
16
5 II - 16
O 12 II 5 12
II
"C" "E..
VIEW "C"-"C" DOUBLE DOOR W SIDELITES
"A"
--�{ 3"
4 3—I I-H- I 6"
W/2X BUCK
INSTALLATION o SEE DETAIL II W/2X BUCK A x a
W/1 X BUCK ? _ _ Lu _ 3" II INSTALLATION
INSTALLATION wa - -z �I W/1X BUCK y o
TYP. HEAD a v) 2 ASTRAGAL) I'INST HEAD & 4 Up
& JAMBS nI SHOWN FOR
- - - REFERENCE II JAMBS ONLY II
II
.
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DETAIL "4" ¢ o II SEE
16 II 7 6 DET'IL p l
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II
II
A"
VIEW "E"-"E" DOUBLE DOOR VIEW A" -"A"
SHOWN W/ CPRONN. CORRUGATED
FASTENERS, REM 13D (TYP. N.I.
- Swan -TO -DOORJAMB CONNECRONS).
W/2X BUCK 2
INSTALLATION
W/1X BUCK
INSTALLATION 12 1 C
W/2X BUCK
IN 1BN
PAIRS 30 o,
TYP.
`a
Item
DESCRIPTION
Materiol
p
10 x 2-1 2 PFH WOOD SCREW
STEEL
B
10 X 1-3 4 PFH WOOD SCREW
STEEL
C
10 X 1 PFH WOOD SCREW
STEEL
1
# 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame
STEEL
2
#10 x 2" LG. PFH WOOD SCREW
STEEL
3
8 x 2-1 2 LG. PFH WOOD SCREW
STEEL
4
1 4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
5
1 4" x 1-3 4"ITW PFH CONCRETE SCREW
STEEL
9
1 4" x 3-3 4"ITW PFH CONCRETE SCREW
STEEL
11
3 16" x 3-1 4" ITW PFH CONCRETE SCREW
STEEL
12
1 4" x 3-1 4" ITW PFH CONCRETE SCREW
STEEL
13
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW. BLOCK CONFORMING TO ASTM C90
CONCRETE
16
714 X 2-1/4" PFH ITW CONCRETE SCREW
STEEL
20
HEADER JAMB SUGAR PINE, SG >= 0.34
WOOD
21
3 VTHK. PRESSURE TREATED SIDELITE PAD
WOOD
30
1 2" X 1" X 25 GA. CORRUGATED FASTENER
STEEL
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K n N
� of
INSTALLATION 3
1 0
W/1X BUCK 11
DETAIL "1„ INSTALLATION
DETAIL "3"
B ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1 C
1
DETAIL "4"
LE: N.T.S.
I BY. JK
L BY. LFS
WING NO.:
-15225.5- 68
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PRODUCT:
THERMA—TRU
FlBERGLASS DOOR
Document. Prepared By-..:..()•• SUffEOF
Lyndon F. Schmidt •.• ,
P.E. No. 43409 �i, �OR1DA�'G,���
NAI.
GD ,// BUILDING CONSULTANTS,I III 1%
rJ L�/1/ P•O. Box 230, Valrlco, FL 33595
vv phone No.: 813.859.9197
FBPE CA No. 9813
2
9 21 17
UPDATE TO GTH ED. 2017 FBC
LFS
PART OR ASSEMBLY:
HORIZONTAL & VERTICAL
CROSS SECTIONS
1
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UPDATE TO 5TH ED. 2014 FBC
LFS
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DATE
BY
REVISIONS
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PRODUCT: Document® ProPa d Bytom 8'017E OF ••
THERMA—TRU Lyndon F. Schmidt ��� AjO�OP,.�
P.E. No,, 43409 •••••"•
FlBERGLASS DOOR
PART OR ASSEMBLY: GABUILDING CONSULTANTS, Il
VERTICAL VY P.O. Box 230, Valrleo, FL 33595
CROSS SECTIONS Phone No.: 813.659.9197
FSPE C.A. No. 9813