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SIDE -HINGED WOOD EDGE STEEL DOOR _UNIT O.L.O.D.ns- Max. Q p LO
PANEL WIDTH FRAME WID7H Z � _I
6'-8''DOUBLE`DOOFi'WITH/WITHOUTSIDEEITES W/ASTRAGAL r p
GENERAL N01ES 1113 ® ® O �_
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO 2 0- (Qj
-T
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE ], MINIMUM LU U) =
DESIGN LOADS FOR BUILDINGS AND OTHER SIS NOT RE9, Y
DOES NOT EXCEED THE DESIGN PRESSURES USTED. $ Z
2. HURRICANE PROTECTIVE SYS� (SHUTTERS) E NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GU2ED SIDELITES.
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PANTED IN j
ACCORDANCE WITH SECTION 2220 OF ME FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASW E84. c
5. 1-
TEST TESTING OF LITE FRAME MATERWR I'
TEST DESCRIPTION DESIGNATION RESULT tl
Li 0 H
�C J
/w
• COMPARATNE TENSILE STRENGTH AFTER WEATHERING $ p
4500 HOURS XENON ARC METHOD I
0
DOUBLE DOOR UNIT W/SIOELITES a a�
OLdeNIGDNOIA 3 3 3 3 m
NY NV
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OW
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UN R SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELRES DOB DOOR NIT W/SIDnIr S
WITH WITH SMELRE wOUmz
Gae 7 IS.
TABLE OF CONTENTS�ScutNBHEET B DESCRIPPON Gwc. 0r: 1 TYPICAL ELEVATIONS & GENERAL NOTES2 ANCHORING LOCAPONS & DETAILS 3 ANCHORING LOCAPONS &DETAILS 75 KURT BALTHAZOR muxtm NOFLORIDA P.E. DING-MA-TJ56533
SELF IGNIPON TEMP
ASTM 01929
T60 'F > 650 'F
FATE OF BURNING
ASTM D6]5
0.]] IN MIN
SMOKE DENSITY
ASTM D2663
1J.6�
TENSILE STRENGTH-
ASTM D6]8
].SOR DIFF
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15R OF DESIGN PRESSURE
CONFIG
MAXMA% WIDTH
INSWING
OUTBWINC
IN
OU SWING
%+]6.0
-]6.0
+19.0 -19.0
+55.0 -55.0
+55.0 -55.0
+19.0 -19.0
+55.0 -55.0
Ox or %0.0
+19.0 -19.0
+55.0 -55.0
0%0
112.5
+55.0 -55.0
+55.0 -55.0
+19.0 -19.0
+55.0 -5 .0
O%%0
149
+SS.0 -55.0
+55.0 -55.0
+19.0 -19.0
+SS.D -55.0
I
6' SEE DETAIL 3' 6'
3" � f 3' I }- 3'��, li'T'� c } c 1— }I
SEE DETAIL
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6' SEE DETAIL 6"
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SEE DETAIL
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Li
6'
;EE DETAIL
D'
6'
ASTRAGAL RETAINER BOLT HOLE
#10 x 2" MUST BE DRILLED THROUGH
#8 x 2-1/2° #8 x 2-1/2 THE THRESHOLD & INTO THE
#10 x 5/8'" STRUCTURE DEEP ENOUGH
#8 x 2-112" #10 x 1" FOR A 1.375" THROW
0 #10 x 5/8" #10 x 3/4" DETAIL "F' ASTRAGAL
#10 x 2" DETAIL "E" ASTRAGAL 1O (1/6. 169P. aas>
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT Dow 995 W/ ovnor orcomm ms6m
DETAIL "D"
"C"
STRIKE PLATE TO FRAME
NZY•�0. OR 6UIVL SPPLER
DETAIL
AS SHOWN.
\
TYPICAL
16 x 1-1/2' PM
MdeMmbNAHI
0.962"1
CtlIAGilnW n a- V
1 .3J$i
�
J
'
Dle ReR
OOW 995/
••
INSWING THRESHOLD
OUTSWING THRESHOLD
ETYpo6 �
NPICAL GLAZING DETAIL
fir.
OF
SEE DEWL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. 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 OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
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 171 LBS.
�J L� 6" —fII� I{�— —�f{I 6"
3" C 3 I 6 I 3 6 11 31
mill
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a SEE DErML
N "D' SHT. 2
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6. 6'
II I
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3 3.1
6'
HARDWARE SCHEDULE
13A1
WIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
ERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
T 5-1/2" CENTERLINE.
2.
4" X 4" FULL MORTISE BUTT HINGES
125"
;HIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1MIN"
0.25"
SHIM
cL — I_
TYPICAL MASONRY
ANCHOR INSTALLATION
w,tftto M
cmksmfb.: o a- 4
Rowe d6y
Wellen¢—
I Time: 12 days SCANNED
i Number: 360041 St
Lucie
ucie County
This Product is not an Energy Star Compliant Product ***
Picture is not an exact representation of the unit that has
i ordered. ***
is built to specifications given in the configurator.
you for Ordering a Hurricane Doors by Masonite
1002 Manufacturer: Reliabilt by Masonite it
nits Opening Size = 38 1/4-in Division: Millwork
V x 80 7/8-in H Product : Doors
an : Etenor
Manufacturer:
Reliabih e by Masonite "'tvj
Actual Unit Size Width : 37 1/2-in
Actual enin Size Height : /4 3/8-in
is pening Width : 38 7/8-i
Fits Opening Height: RO 7/8-in �[�\
Common Slab Width: 36-in
_Common Slab Height: 79-in
Energy Star Compliant Products : Yes (Energy Star Product)
Configuration : Single Unit
Material Type : Steel
Door Material : Steel
Finish : Unfinished
Door with Glass: No
Door Style: 6 Panel
anding : Right Outswing
Sill Style: Mill Finish
Height Type : Standard
Jamb Finish : Unfinished
Jamb: Primed
amb Size: 4 9/16-in
rickmould : No
eep sight : No
inge Type : Brass (standard)
ore : 5 1/2-in Double Bore
e-Order : No '
roduct Approval Number: 4904.1
Lead Time: 12 days
tem Number: 39652
This Product is an Energy Star Compliant Product****
*** UNIT WILL BE DELIVERED PRIMED.***
7 E Fy
Picture is not an exact representation of the unit that has
rein ordered. ***
nit is built to specifications given in the configurator.
$248.00 1 S248.i
for Ordering a Reliabilt by Masonite Product
Salesperson: DAVID GILLETTE (52349DG4)
Accepted by:
Project Total: $1,197.00
Date: 01 /06/2015
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This Millwork Quote is valid until 1/12/2015. This is an estimate only. This estimate does not include tax or delivery charges. Delivery
of all materials contained in this estimate are subject to availability from the manufacturer or supplier. All the above quantities.
dimensions. specifications and accessories have been verified and accepted.