HomeMy WebLinkAboutPLANSTHERMAOTRU 0
THERMA TRU DOORS
1 19 INDUSTRIAL DR.. EDGERTON, OH 43517
"SMOOTH STAR"; "FIBER CLASSIC",
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC""
FIBERGLASS GLAZED DOOR
INSWING / OUTSWING
impAcr
GENERAL N0113
1, This product has been evaluated and is in compliance wtththe 61h Edition(20171 FbAda Bu6ding Code
(FBC) structural requirements Including Ihe'Hlgh Velocity Hurbcnne Zone" (HVHZI.
2. Product anchors shall be as Isled and spaced as shown on details. Anchor embedment to base
matedotshot be beyond waft dressing or stucco.
3. When used In lhe'HVH2'Ihls product compSeswth Section 1626 of the Floddo Building Code and does
not ragNre an Impact resistant covering.
4. When used in areas requiring wind come debris protection this product comp6eswith FBC Sections
1609.1.2 3 R301.21.2 and does not Mcluka an Impact resistant covering. This product meefs misue level
'P and includes Wind Zone 4 as defined In ASTM El996 and FBCSBCfions 1609.122 & R3012.12.1.
5. Far2x stud framing conshuction, onchodng of these units shall be the some as that shown for 2s buck
masonry construction
6. Site conditions that deviate from the details ofthls drawing require hither englneedng analysis by
licensed engineer or reglstere d architect.
7. OuhWng configurations using coastal sin Item R31 under active own meal water InNiroficn
requirements for'HVHP.
e. Inswing configurations; and outswing configurations using sM Items R16, R14, R15, R16. R34 & R37 under
the door do not meet the water InGtralion requirements far the 'NVHPcndsha0 be Detailed only In
nw4hobitabie areas or at habitable locaflons protected by an overhang or canopy such that the
nnnla hetween the once of carroov,w overhang to IS is less than 45 degrees.
TABLE OF COMIENG
SHEET®
DESCRIPTION
SHEEr9
DESCRIMON
I
2
3
T Ical aliva5ans, des] n ressums8 eneml notes
Dear oneldetCh149 ng tletaBs Smooth Star
Doorpanel deletemer Dossic
7
B
9
Vericolcroaseclions
Buck and frame onchodng 2Rbuck mason construction
Frame ancrWng lX Dock mars 2ETPI1
4
Door panel details(COOSC aft
10
Components
5
1 Door panel detailb Oasslc pail Rustle:
11
BM of materials
6
Horhantcl Doss sections
LU
a
W
'm
J
u3
D N
�z
7— rj
W r.
f N
aZ
O0
Z
ao
IS Z W
;gEn
37.7S' MAX.
PANEL
r93000 MOVD114dn 99V H11M Aldri
01 Hagd0 NIAM333rN M AV,
1tlH18 010311* 0131d Ala 03VInolt
SN011038803 ANY 01103fef1S 3Fi';
HHOM 03SQe10W,4 „w nmw eit r ,
SWING
'
OVERALL ".
"FRAME','%
DIMENSIONS';
DESIGN PRESSURE (PSF)
. . .., '
"POSITIVE..
NEGAHVE-
INSWING
37.757x8200'
+55.0
-55.0
OUISWING
37.75"x80.62'
+55.0
-55.0
Y'YQQ1f'fn� a
�f �6
SY �
OF
0
3
9
3
TYP. HEAD
& JAMBS
MASONRY7-- —}-
OPENING
j
d
BUCKANCHORING HIMGEJAMB
CONCRETE ANCHOR
1. Corczatearclorlocaffans at the comers marbeadj'Lated to maintoln the n*L
edge atancelomortarjoirts.
2 Concrefe, anchor
locations noted cu'MAX ON CEQR"mustbe adjusted to
maintain the min. edge cralonce to morturiotnIL addrilonalconctefe anchors
maybe mqubedlooruvre fhaMAK. ON CENTERdWaronslon ore not exceeded.
I Concrete, anchor table. -
ANCHOR:
ANCKC)jt
MIN . ... ..
MIN. CLEARANCE -
MIN. CLEARANCE,
-TYPE
;':S4E
EMBEDMEM
TO MASONRY
To AD.jAcEw
EDGE
--ANCHOK
TAPCONO
114'
1-1/4-
T
4-
ELCO .
1/4'
1.11r
1.
4*
ULTRACON
WOODSCRWINSTAIlATIONNOTES:
aftnumWedgedistance,
Imend"wee.lL l'o.c.snacinoof
I= to prevent the splitting of"od.
6'
TYP. HEAD
& JAMBS
MASONRY
OPENING
FRAME
2XBUCK
ot 0
TYP. SILL
—6"
FRAMEANCHORING
Masonry 2)(buck construction
I
9 al
nz
0
STRtKEJAMS
HINGE DETAIL
Outsy4ng
e ,
27
wrn
LATCH& DEADBOLTDIFTAIL
. T
HINGE DEFAIL
'n,wln
9
FL-10!7N
u 23 OT