HomeMy WebLinkAboutProduct Approval; Swinging Exterior DoorV:DLnbqftm.-.
COHPORA'IEON _ 40.00'MAk O.A 40.00F MAX.O - 4D.W. X.OA
FRAMEWIDTH FRAMEMADTH FRAMEWiDTH
868 MURRAY. ROAD WBAAA At. 36303 -
357SMAX .35.75MAX .35JSMAX m.pgB�a
REDITUFF/ACHIEVER . PANELWDTH PANEL WIDTH � PANEL WIDTH
STEE4 FRAME SYSTEM o N
unui G AJELD�WEN: Ulf
DOOR. PANEL .. iFaraswrroce.
"NON-tmpACT'
T E
m X o 0
GENERAL NOtES; - " '
. I: M product has been evacuated and is In compliance with the 2010 8 ,�
Foriida Bum code (FBC) structural requirements excluding the - I a $ -
'H(gb Velocity Huntcane Zone' WK).
2.. Product anchors shall be as listed and spaced as shown on details.
Anchor embedment to base material shall be beyond woh dressing
or.ducco.
3. When used in areas requhfng wAnd bane debris protection this _ ODaau9 - Oval GlozeiJ.. Reetanpulm Glared.
productkrequired tobeprotected with anImpact resistant covering
thattcomples vAth Section 1609.1.2 of the FBC... .. .. .. . .
4. site conditions that deviate from the detalls of this drawing reqube _
fu ther eng6reering analysis by a licensed engineer or registered -
architect.
.. ..
TABLE OFCONFEMS.DIMENSION, .DIMENSION POSRIVE NEGATNE
.
SREEFD'
DESCRtf?ION . .
1
Typical elevators; design pressures & general notes _
2
Frameetevotions.
3
Door panel details'
4
Glazed door ponels details. .
5
Horizontal cross Sections .
6.
Yerifcal arxs sections -
7
Buckandframe anchoring
8
BR of materials, glatutg details and components
'
OVERALL
'OVERALL
.DESI6NPRESSURED'sr1
DOOR TYPE
FRAME-
DOOR PANEL
Oval Glazed
40.W'
W.79'
+56.0
` -56.0" ;
Ractgngular
Glazed
x
X
+50,0
.50.0:;
83.0V
79.W
Opaque .
+56.0'
. •56:0
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REgNRfJABNR BASED ON WIND
-
LOADS AND THE CUDOINGBEING
USED:
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ON ER _
`LFMAX
SON CETtfBt
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TYP. NEAD
HEAD'
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2X FRAMItJG'
BUCK.
2X BACK..
MASONRY
MASONRY,
OPENNG.
OPENNG
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'FLOOR
• SUBSTRATE
. .MATERIAL .
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. . BUCXANCNOd.9G �HINGEJAMB F01MEANCNORING . . STMJAMB ERAMEANCHORING. . .
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.. .. .. 2XMASONRY: _ _ STUDCONSIRUCRON
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CONCRETEANCHORNOTES:
-
..
1. SubsliNUon of egoal concrete anchors Dom a dlfferentseppRermay haves different edge-. -
.. ..
.
cWonceandcenterdr'sfdxe;regoiremenfr:
. 2. Concrete onchorlocoUons at the comers maybe odJested to maintain fife min. edge
$
atdncetonvdcrlolnfs iteoraetecri7thoilocohon5nofedds,"MAt.ONCENTER"rmwbe - 2X BUCK
adrysted to maintan the min..edge distance to modaricims additional concrete IIJ5TALLATION
O
anchors 27 .. ..
maybe requ;'aed to ergrie the MAX ON CETJTER'dunenslons aronot exceeded
..
a
e
.
. a Concrete anchor table: .. (2A 49 2XSTlID
"
ANCHOR
" TYPE
ANCHOR'
SIZE
MIN,
�EMBEDMENT.
MIN.CLEARANCETO
MASONRY EDGE
-MIN.CLEARANCETO
ADJACENTANCHOR.
rrw.
114'
1.1/4' �
. 2.1/2"
23 _
It117AlLAT ON
z a
- HINGEDETALL
SIRIKEWAIL
mnc. en .-JR- a
.
- - BILLOFMAIMALS
nm
DEScumN
A
2X BUCK SG>=0.55
WOOD .
B
I/4MAX.SHIMSPACE-
C
MASONRY -3',192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90. -
CONCRETE
. .
D
EVERSEFPASSAGE LOCK - - - -
STEEL
E
EVERSEF DEADBOLT
STEEL
F
#8 X I-PPH SCREW
STEEL
G-
#8X1-I/TPPHSCREW - - - -
STEEL
J
IlXX2-3/4 ELCOOR ITW CONCRETE SCREW-
STEEL
2
SIMPLE SOLUTION CORNER PAD#FR00325- -
FOAM
3
#8X21/TPHIWPS-WASHER HEADWS.
STEEL
- 6
STRIKE FILLER#FR018D4' -
—STEEL-
7
BOTTOM END CAP #FR01855 -
STEEL "
8
STORM DOOR FILLER #FR01801.
-"STEEL
-.11
HINGE/ LATCH STILE -
WOOD
12-
TOP R
WOOD -
13-
BOTTOM RAIL - -
WOOD ..
14
DOOR BOTTOM SWEEP'
VINYL
15
S N. 6'. STEEL
STEEL
16
POLYSTYRENE FOAM CORE' "
POLYSTYRENE
20
SEALANT - -
SILICONE
23
#9 X 3M PFH WOOD SCREW
STEEL .
24
S9X2-1/TPFHWS
STEEL
25
DEADBOLT STRIKE PLATE
STEEL
26'
LATCH STRIKE PLATE
STEEL
27
HINGE
STEEL
28
WEATHERSTRIP' .
FOAM
.29
1 FRAME
STEEL
30
JAMB REINFORCEMENT, -
STEEL "
- 31
ODL HP UTE FRAME
- HP POLYMER"
.33'
GIA71NGSPACE " ' ' " - -
'..ALUMINUM'
34.7BX
1-1/2°PPH SCREW - -
'".STEEL
35
STRUCTURAL'SWCONE.DOW #995
SILICONE'
36.
GLAZING COMPOUND BUM FOR ODLBYADCO
BUTYL
41
INSWWGTHRESHOLD .
I ALUMJWOOD
47
LOCK BLOCK .
m WOOD
48
#8 X 2-1/4'PFH SCREW'
I "STEEL .
-:49-
198XXPFHSCREW I
STEEL .
3b 3i
� eyeX S .
"
.
-3/8'GLASS BITE'
- - 1/2'THK. GLASS
.
I/B'TEMPERED,
GLASS
AIR SPACE' �
8
TEMPERED'
GLASS
33
. 34 36:
3
oy
.� JAMe WEINFORCFMENI.
l"J
34
.
- 30GLASSBITE.'
11 .
I"THK:.GLASS-
ip
I/TTEmFERED
-
GLASS"
.. ..
.OPTIONAL DECORATIVE
.
AIRSPACE. -
�Iff TEMPERED
-,
w
.. .. GLASS ..
31' 3336
°z
44'.12
JK
LFS
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorisation No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Dunbarton Corporation
Redituff/Achiever Steel Frame System
Exterior
Exterior Door
868 Murray Road
Utilizing a Jeld-Wen Door Panel
Doom
Assemblies
Dothan, AL 36303
In Swing
Phone 334.794.0661
"Non -Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Dunbarton Corporation based on Rule Chapter No. 9N-3, Method 1 D. of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations.
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-15362.1 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-15362.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard
CTLA-1112W-1 AAMA/NWWDA 101/I.S.2-97
TEL 01090171 AAMA/WDMA/CSA101/1.5.2/A440-05
2. Drawinq No.
Prepared by
No. FL-15362.1
RW Building Consultants, Inc. (CA #9813)
3. Calculations
Prepared by
Anchoring
RW Building Consultants, Inc. (CA #9813)
Testinq Laboratory Siqned by
Certified Testing Lab., Inc. Ramesh Patel, P.E.
Testing Evaluation Lab.,lnc. Vivian K. Wright
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F: Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Dunbarton
Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. le6 v
Lyndon F. Schmidt, P.E.
FL PE No. 43409
3/27/2012
PF 1650 Sheet 1 of 1