HomeMy WebLinkAboutNON IMPACT OUTSWING VINYL LAMINATED STEEL DOORELD;IR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
INSTALLATION ANCHORAGE DRAWING CTo
% � s
DENERALNOTES:
INSTALLAIIONNLTIES:
O
1.TNEPRODUCTMCHDMGESHOWNHMENISOE5IGNED
I.WAAEILSWMERE.NO.WE DEBRIB PROTECTION
1.Celli (1) WSTALUTIONANCHOR IS REQUIRED AT EACH
E MWBAUAI EMBEDMENT AND EDGE DISTANCE EXCLUDE
U
TO COMPLY WIMME CURRENT EDITION OF THE
REOUMEMENTS OQU . USE OF AN IMPACT PROTECTIVE
ANCHORLOCATION.
WALL FINISHES. INCLUDING BUT NOT LIMITED TO
FLORIDA BUILDING CODE(FBC) EXCLUDING HIGH
SYSTEM COMPLYING WITH THE FSC 0.EOUIREAI^cNiS FOR
STUCCO,. FOAM, BRICK VENEER AND SIDING.
VELOCITY HURRICANE TONE AND ME DESIGN
RO PRESSUROS) STATED HEN.
WWDSORNE DEBRIS REGIONS IS MANDATORY FOR ME
PRODUCTHEREW.
2.7101 INSTALLATION ANCHORS ATTHE SPACINGS SHOWN
ARE MINIMUM NUMBER OF MCHORS AND MAXIMUM
MTR
6. INSTALLATION ANCHORS SHALL BE INSTAlI EDW
14
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
ACCORDANCE WITH ANCHOR MANUFACTURERS
Ey
In. THE PRODUCT DETAILS CONTAINED HERON ME BASED
6. FRAME MATERIAL• AULINNUM ALLOY 600-TS
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
UPON SIGNED AND SEALEDTEST REPORT DALIAS
DOOR PANEL MATERIAL•.OS MIL VINYL LAMINATED
3.SHIMAS REQUIREDATEACH INSTALLATION ANCHOR
NOT BE USED IN SUBSTRATES YRM STRENGTHS LESS
W
LABORATORIES, INC, M4178 ANDASSOCIATED
GALVMDED STEELOWON WI URETHANE FOAM CORE.
WITH LOADBEARWGSHIMIS). MAXWUMALLOWABLE
THANTHEMINIMUM STRENGTH SPECIFIED IN THE
�A•+
LASORATORYSTAMPEDDRAWWGS.
SHILISIBEOPIMINCH SHI4IYHERESPACEOF 1I18 INCH
'ANCHORbCHEOUIE'TMISSHEET.
R
T. DESIGNATIONS '%' STAND FOR THE FOLLOWING:
ORGRPATEROCCURS SHN(S)SHALLBECONSTRUCTED
q
D.AOEOUACY OF THE FASTING STRUCTURAL 2`LFRAMING
%:OPERABLEPANEL
OFNMfi DENSITYPLASTICORBETIER.
T, INUT TIONANCHORSMDASSMATEDHMUWARE
-d
ORSTEELFRAMING ASA MADI IND FORCE RESISTING
O:FIXEDPMEL
MUSTBEMAZECFCORROSIONRESISTANTMATERIAL
SYSTEM CAPABLE OF WITHSTANDING AND
4, ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
OF. CORROSION RESISTANT COATING
R HAV
O
TRANSFERRING APPLIED PRODUCT LOADS TO THE
S.HAROWARE:
I4GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
C4 IL
FOUNDATION IS ME RESPONSIBILITY OF ME ENGINEER
A HALFHPIGE MIIIIE1TSEXTRUDEDALUMINUM
'ANCHORSCHEDULE'THISSHEET.
O Ip
OR ARCHITECT OF RECORD.
B. LATCHLOCKKEYED
N
C. DFAD DOLT. SINGLE LYUNDER
Q
l.1XANORE BUCKS (WHIN USED) SHALL DESIGNED AND
A
ALL TO THE
ANCHORED PROPERLYTRANSFERINSTALLATION
B.SEE 9HEEif FOR DESIGN PRESSURECNART.
1
STRUCTURE BULK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OF THE ENGINEER INi MCHITECTOF
RECORD.
;--;
4.1 1E INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT AMAL CONDITIONS
FORA SPECIFIC SITE. IP SITE CONDTIONS CAUSE
INSTALLATION TOGEVIATE FROM MEREGUIREMEMS
DETAILED HERON, A LICENSED ENGINEER OR MCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FORUSE
WITHTHISDOCUMENT.
DESIGN PRESSURE RATING (PSFI
IMPACTRATING
WHEREWATER INGLLTRATION
REQUIREFAEMI9 NEEDED
WHERE WATERINFILTRATIIN4
REQUIREMENT I9 NOT NEEDED
NDNE
••
N0.0J J5.0
"UNIT MUSTBE INSTALLED BENEATH AN APPROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
ANCHOR SCHODU E
DOOR FRAI3E
TYPE
SIZE
MANUFACTURER
ANDIOR
EMBEDMENT
EDGE
DISTANCE
ANCHORCAPA (TIES
SUBSTRATE
TYPE
SPECIFICATION
(� Iq
(INN IOHN
BASEDON
SHEET
MN.3
NETTUBI�4EEL
JSNE Bte.6.4
WSDE
MN.33 KSI YIELD
GA.
FIN R•BAR)
PAN HEAD
NO.S
(TAPPINGS CREN9
PAST
316'
STRNEGTN
MN.
SURFACE OF
THICKNESS
SUBSTRATE
ANSI8I8.6.1
MOOD SCREW)
VM0OAAIM AMNIMIM
2%N000
FIN(LBAR)
PAN HEAD
NO.B
OR
1'
12•
SPECIRCGRAVITYOF
FRAMING
ASNE B18.6.4
OA2.
(TAPPING SCREW
tgTR:
U WNY/OW ORTAPRN(i SCPBVS IFSRMG GA CONCERN, DRLLO.00Y ROTH]LE(ORLLS2E45L
1) ®GE06UNTEAffASUPIDFIJD•.1 BMQtSDEOFAN[Tpf1T0EDGECPSLID5IRATE
Dl,lMdh,gnu l b/LbbvIJ.
Am..
DN: m4la buT L Am orn au=PTCPruEGnouULI Design WOUP,
email=mlSLO5 u<mpsam,95 Date.O01U5DSO605.J64NTVD0'
ELEVATION
EXTERIORVIEW
He xz U2' WOOD
Y SCREW
96 X 12'�
SCREWS
ENTRYDOOR
STRIKE DETAIL
1\'WOi➢NIENOf n
3- MAX (fYP.)
4' MAX
BOTTOM OF DOOR LEAF AND THE DEAD
BOLT ASSEMBLY APPROX. 4r ABOVE
BOTTOM OF DOOR LEAF. SEE STRIKE
DETAILSTHISSHEET
HALF HINGES W/
HS X 314' SCREWS
(TYPJ
I I HB TAPPING SCREW.
SCREWMUSTBEOF
SUFFICIENT LENGTH TO
I PENETRATE(3) THREADS
I MINIMUM BEYOND STEEL
TUBE
ENTRY➢OOR
STRIKE DETAIL
SR 10.1\I:iMf u
(TYR)
IW MAX.
LC• (TYP.)
-3-MAX. (TYP.)
SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS ID,
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
10' MAXIMUM O.C.
I MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10' MAXIMUM O.C.
FL
0930.06-000'
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NON -IMPACT MODEL 407
VINYL LAMINATED STEEL
/�
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3/Qa«
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in
IS
/
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114' MAX
112' MIN. EDGE DIST.
SEALANTTAPE TO BACK'
SIDE OF MOUNTING FIN
G HORIZONTAL SECTION
WODU FRAME SUBSTKA'I'E
14
31B'MIN. EDGE 015T. L� ST
OT
99 TAPPING SCREW
INSTALLATION ANCHOR
THREE(3) THREAD) \
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
HORIZO ewc s e ECCTION
STBEL
N a
a
O
1f4•MAX SHIM o
12'MIN. EDGE GIST. N
v _ 9 $
2X WOOD FRAME
(BY OTHERS) g E
INTERIOR INTERIOR pB WOOD SCREW
LLATIONANCHOR INSTA` tl
OXW4:SMS
- 1• MIN. m a• o .
EMBEDMENT a N4j y
-T .: E-� who z
EXTERIOR EXTERIOR SEALANTTAPETOBACK �W�1111uum o�
SIDE OF MOUNTING FIN FiL~ F Cr w
mm tad z
s
o�
4� 1110
!� HORIZONTAL SECTION O 2 ae
•' - "DO FRAMS DSfRATL NO •N•a o Jl�
0 5 -
H yOe kill'
RE 14GA. MIN. SOUARE S �Q\S
Y STEELTUBING (BYW N
OTHERS) 31B• MIN. EDGE DIST.
INTERIOR INTERIORJL
/pB TAPPING SCREW
USX3f4'SM51 / INSTALLATION ANCHOR
EXTERIOR EXTERIOR
H HORIZONTALSECTION
STEEL ,USING SUB3TRATE
P,o .a