HomeMy WebLinkAboutProduct Approval (3) 110,3 ��
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FLUSH GLAZED FIBERGLASS DOOR UNIT
— i t 7'six. ouElw t FRAME N1D7N —.__................_......_.__ O
8-0"DOUBLE DOOR WITH/WITHOUT SIDELfTES
_41,75" MAX. 14" MAX. Q O
PANEL WIDTH I{--PANELI Z
GENERAL NOTES .._._.........._ --... I-......._...._. �-' �. � �Q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
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THE FLORIDA BUILDING CODE AND WHERE PRESSURE -- --- i Z
REQUIREMENTS AS DETERMINED BY ASCE %, MINIMUM 7" X 18"
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, MAX DLO / 'Ll�- l8"DOES NOT EXCEED THE DESIGN PRESSURES USTED. SIDELITE - ' O2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ^ k. a W
3. WHEN INSTALLED IN THE WIND BORNE DEBRIS REGION, a
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Tc
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. w
S. PLASTICS TESTING OF FIBERGLASS FACING: o� 4
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D7929� 752 'F> 650 -F
RATE OF BURNING ASTM D635 0.56 IN/MIN ^g A g
SMOKE DENSITY ASTM D2843 t I
!T TENSILE 3.2%ASTM D638 3.2% DIFF
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DOUBLE DOOR_Q(�lf,T.kV/S DELRES -
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SINGLE DOOR UNIT fjQlfBLE-DOOR UNIT j' R UNIT WZSjQFi ITFG ,12QUBLE DOOR UNIT W/SIDELITES �
WITH SIDELITE WITH SIQELIiE
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AtS0l5ta DESIGN PRESSURE RATING
pyq �I CONFlG ...... MAX WIDTH INSWING OUTSWING DATE 1112120
X 43.5 +40.0 -47.0 +40.0 40.0
XX 86 +40.0 -47.0 +40.0 -40.D e sc-ix: N.T.S.
_ TABLE OF CONTENTS OX or XO 59.25 +40.0 -47.0 +40.0 -40.D i DING.9Y: SWS
OXO 75 +40.0 -47.0
SHEET DESCRIPTION OXXO 117 +40.IJ -47.0 KUR7 BALTHAZOR CHK.DY:
1 TYPICALL�ELEVATIONS GENERAL NOTES DRAWING NO.:
2 ANCHORING LOCATIONS & DETAILS • WHEN INSTALLED WHERE WATER PENETRATION IS REQUIRED TO BE FLORIDA P.E.
3 ANCHORING LOCATIONS & DETAILS 15% OF DESIGN PRESSURE, A 1:1 OVERHANG IS REQUIRED. #56533 DWG-MA-FL0247-20
4 ANCHORING LOCATIONS�Be DETAILS _J SHEET or 4
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6' SEE DETAIL_ 6" #8 x 2' m
•I'" _.-ASTRAGAL RETAINER BOLT HOLE
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MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
#10 x 5/8" STRUCTURE DEEP ENOUGH
#8 x 2"
FORA 1.375" THROW
#10 x 5/8", DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL z
#8 x 2" •• •• #10 x 1 ' ATTACH ASTRAGAL RETAINER BOLT N
'I #10 x 2-1/2'— #10 x 1" STRIKE PLATE TO FRAME
❑ AS SHOWN.
#10 x 5/8"
DETAIL "C" FACTORY
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DETAIL .__Q_ BACKSEDDING -. .0124"TEMP. p
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• taw FACTORY
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1 0.962"I � � T' '•�M i• BACKBEODINO Z,
,.375� T �.�;•;•. DATE „ 2 20
F aFR10R INTERIQ$ SCALE. N.T.S.
INSWING THRESHOLD BUMPER O/S THRESHOLD 7Y�CAL,....GLAZING DETAIL DwD•.BY; sws
NON—IMPACT GLASS CHK.BY;
• DRAN7NG NO.;
DWG—MA—FL0247-20
SHEET 2 DF 4 W
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'D TOM DOOR PAODUCr
e'D FMSMAss GUM MASONITE INTERNATIONAL CORP. .
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PART OR ASSEMBLY D0 OOOR°Nfr 1955 POWIS RD.
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�I=' N N0. DATE BY ANCH RI DETAILS! LLOCCATIONS WEST CNtCAGO, IL 60185
REVISIONS
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TYPICAL MASONRY 1X BUCK MASONRY TYPICAL WOOD BUCK
ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION
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ATTACHMENZ DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE
SIGNED AND SEALED BY ROBERTO LOMAS, PE — ---- i
(FLORIDA #62514) WITH THE LOWEST (LEAST) 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BEING CONSIDERED FOR USE. JAMB, HEAD, AND _ AT 10-1/2" CENTERLINE. - zo
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 12, 4" X 4" FULL MORTISE BUTT HINGES. I N
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. �i
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".
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2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO j
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1-Xi/2- CORRUGATED #1ox2" WOOD SCREW
3" FROM EACH EIJD 6 FROM EACH END (3) N10X2-t/2"
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM AND 7" oc AND 12" OC WO D SCREWS Z '
EACH END
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT ACRYLIC
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CAULK - DATE: 11 2 20
MINIMUM EMBEDMENT OF 1-1/4". ALC�RYLI I +TEX �1-,
5 N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CAULK i�—CL CHKDwG.BY: SWS
® ® CHK.BY:
TRANSFER LOADS TO STRUCTURE. + DWG—MG—MANOA
—
COMBINATION WOOD COMBINATION WOOD INTEGRAL WOOD DW —F
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. MULLION (BOXED) MULLION (BOXED) MULLION (CHS) �oza7-zo
SHEET 4 OF 4