HomeMy WebLinkAboutSET UP-INSTALLATIONMASONITE.
149' MAX. OVERALL FRAME W101H ----
21" MAX
36,375' MAX,
FIBERGLASS DOOR UNIT
D.L.O.—i
-PANEL WIDTH --1
37.5" MAX
6'-8"DOUBLE DOOR WITH/ WITHOUT SIDELITES
IASTR�L
FRAME W101H
1. EVALUATED FOR USE IN LOCATIONS ADHERING M
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
[F
7
REQUIREMENTS AS DETERMINED BY A5CE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES USTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER X%TM E84.
I.a;
5. PLASTICS TESTING:
TEST DESCRIMON DESIGNATION FACING UTE FRAIAE
'F 1 'F
I NITJONIEM� �D !.? 9 L.2 F > 650 842 > 650 F
.... .... . .....
—Iii
�1
I RATE OF BURNING ASTIA 06M 0.56 IN/MIN wilMw
SMOKE DENSITY ASTM D 2843
_13.4%
T_ _V QT I 3.2A DIFT* ENSEC R& H;
Jj
B. PIEA57ICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT
CaveLE-2-002-M111T _$[N_QDOQR UNIT
WITH SIDUff
AWdamliAl%
umarmik.:
----TABLE OF CONTENTS
SHEET j! DESCRIPTION
tWP1cA_ —ELEVATIONS & GENERAL NOTES
2 ANCEOAWGLOCATIJNff & DETAIL,
ANCHORING LOCATIONS & DETAILS
LD!JBLE_DDD2UWT WaDfUTO
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WITH -5-10-Ulf f
SCANNED
Ry
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County
P
6,19 Smic N.Ts
wG sws
KURT RALTHAZOR
FLORIDA P.E.
#56533
;w_1 of -i
;i
SEE DETA
'C"
3"
�~I y
#8 x 2"
#8 x 2"
\ O.
DCTAII,--�P"
1.375'
T
INSWING THRESHOLD
L482' �J
T
Z,RRIES Oi_S THRESHOLD
.F.
#10 x 5/8'\
J 10 x 5/8'
#10 x 2-1/2:'
e• 4 /%70 x 1"
#10 x 5/8r 4,
o.s62'1x-�
_ D�
T
BUMPER 0/5 - _ESHOLD
1.75' .... 11.04r
T
HI H AM_0, $...THRF_S10 D
mom
I/\ .
.DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1 r-=
1.437'
T
T4 CIS THRES,HOI.D
EE DETAIL
6'
ASTRAGAL RETAINER BOLT HOLE
/-- '� MUST BE DRILLED THROUGH
'I THE THRESHOLD & INTO THE
_--- STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F' ASTRAGAL
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TYPfCAf Gi.AZING 1,DETAI
NON-IMPACT.
A!1EPNATE GI AZMO OE7AIL
NON-IMPAOT �I AS$
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SEE DETAIL
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ATTACHMERT-DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS, 1/4° TAPCONS, AND #10 TEK SCREWS.
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2
3"
N .I ry
� a
� I ,
If SEE DETAIL
"D" SHT. 2 i
O �N
m I
I 3"
s" —1 f—
jipRDWAH.�.,&LiEAA � 4._E._..—.._....
r1 IKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
!AT 5-1/2" CENTERLINE.
M25- r= "- L IZ 4 X 4" FULL MORTISE BUTT HINGES. _ —
.>�,— MAX
MAX 1"%%R CORRUGATED AIOX2" WOOD SCREW
__ JJ SHIM MIN Imo— Y- 3 LAND ]A OC CH END 6 AND 122' OCFROM EACH END
CL J.
T _
0.25"
.an! 5 IAX I AICATE%O —_
1 pp L cAULx �_I_.
\ TYPICAL MASONRY cl ACR,YIUC
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME. FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF.1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LES.
CHOR INSTALLATI N a I CAULK L _ -CL
- I .,_....r:,_.,....
I. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1.50" ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
MIN �:� "�-_-SAX (3) g10X2-I/2" (4) q10%2-1/2"
SHIM WOOD SCREWS W0 D SCREWS
EACH END
EACH END
rk
Ari.lTYPICAL
WOOD BUCK
,—
ANCHOR INSTALLATION
INTEGRAL WOOD
INTEGRAL WIN
MULLION (CHS)
MULLION (CHS)
".. SWS
Of