HomeMy WebLinkAboutSTEEL DOOR INSTALLATION PAPERWORKELIXIR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING SCANNED
VINYL LAMINATED STEEL DOOR BY
St. Lucie County
iLiOTAii 1Tf/lAT ♦ATITiYATAITT TTAl11�Ai/1
GENERAL NOTES:
INSTALLATION NOTES:
I. THE PRODUCTANCHORAGE SHOWN HEREIN IS DESIGNED
5. INAREAS WHERE WINDBORNE DEBRIS PROTECTION
I.ONE (1)INSTALLATION ANCHOR 15 REQUIRED AT EACH
S. MINIMUMEMBEOMENTAND EDGE DISTANCE EXCLUDE
TO COMPLY WITH THE CURRENT EDITION OF THE
REQUIREMENTS MIST. USE OF AN IMPACT PROTECTIVE
ANCHORLOCATION.
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
FLORIDA SLIMING CODE(FBC) EXCLUDING HIGH
SYSTEM COMPLYING WITH ME FBC REQUIREMENTS FOR
STUCCO, FOAM, BRICK VENEER AND SIDING:
VELOCITY HURRICANE ZONE AND ME DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR ME
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
PRESSUROS) STATED HEREIN.
PRODUCTHEREIN.
ME ME MINIMUM NUMBER OF ANCHORS AND MAXIMUM
6. INSTALLATIONANCHORSSHALLBEINSTALLEDIN
SPACINGSTO BE USED FOR PRODUCT INSTALLITION.
ACCORDANCEWNHANCHORMANUFACTURERS
L. THE PRODUCT DETAILS CONTNNED HEREIN ME BASED
6. FRAME MATERIAL: ALUMINUM ALLOYfi063-TS
INSTALLATION INSTRUCTIONS AND ANCHORS SHAH
UPON SIGNEDANDSEAlEDTEST REPORT DALLAS
DOOR PANEL MATERIAL.09 MIL VINYL LAMINATED
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
LABORATORIES, INC. A4278 AND ASSOCIATED
GALVANIZED STEELAIS' SKIN WI URETHANE FOAM CORE.
WITH LOAD BEARING SHIMISL MAXIMUM ALLOWABLE
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
LABORATORY STAMPED DRAWINGS.
SHIM SIZE OF iN INCH. SHIM WHERE SPACE OF 111E INCH
'ANCHOR SCHEOULE' THIS SHEET.
T. DESIGNATIONS'%' STAND FORME FOLLOWING:
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
2. ADEQUACY OF THE EXISTING STRUCTURAL M FRAMING
X: OPERABLE PANEL
OF HIGH DENSITY PLASTIC OR BETTER.
T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING
O:FIXEDPMEL
MUST BE MADE OF CORROSION RESISTANT MATERIAL
SYSTEM CAPABLE OF WITHSTANDING AND
4. ANCHORS FOR INSTALLATION INTO WOOD FRAIAING OR
OR HAVE A CORROSION RESISTANT COATING.
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
ORARCHITECTOF RECORD.
3.IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO ME
STRUCTURE BUCK DESIGNAND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITHTHIS DOCUMENT.
S. HARDWARE:
A HALF HINGES:(4)&WITB EMRUDEDALUMINUM
B. LATCHLOCK:KEYED
C. DEAD BOLT: SINGLE Cri NDER
B. SEE SHEETI FOR DESIGN PRESSURECHMT.
DESIGN PRESSURE RATING(PSF)
I IMPACTMTING
WHEREWATERINFILTRATION
REQUIREMENT IS NEEDED
WHEREWATERINFILTMTION
PEQUIREMENTISNOTNEEDED
NONE
••
WG0145.0
..UNIT MUSTW NSTALLEO BENEATH AN APPROVED OVERHANG
rw TABLE OF CONTENT
SHE
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
HORIZONTAL CROSS SECTIONS
14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN.
'ANCHOR SCHEDULE' THIS SHEET.
ANCHORSCHEOULE
SUBSTRATE
DOORFRAME
TYPE
SUE
MANUFACTURER
AND/OR
EMBEDMENT
EDGE
DISTAL/NCOE
pNLHOR CAPACI11E5
TYPE
SPECIFICATION
(B-011f
(IN)
BASSOON
SHEET
MIN .3
METTUBBI�4EEL
/SM6818.8.4
MN.33 KSI YIELD
GA
FIN(Z-BAR)
PAN HEAD
NO.8
(TAPPINGSCREVO
PlSTINSIOE
3/8'
STRNEGTH
MN.
SURFACE OF
THICKNESS
SUBSTRATE
ANSI B18.6.1
(WOOD SCREW))
WOOD VATH AMNIMUM
2X WOOD
FIN(Z-BM)
PAN HEAD
NO.8
OR
1'
12•
SPECIFIC GRAVITYOF
FRAMING
ASNE BISAA
OA2.
(TAPPING SCREVO
xGTFs:
1) FOR WOOD MTAFRND SMMS FSFLITTNG 6 A CONCERN. DML O.00T MM MLE (DRLL SEE46).
2) EDGE06TANCE ME45UFEDFPOLI HMBt &DEOf ANCHdLTO ET3GEOFSUBTMTE
F . 4
4
G
79 78 3/4'
MAX. O.A. MAX. E
FRAME DOOR p
HEIGHT PANEL
HEIGHT
L-
FRAME WIDTH
34 3/4' MAX.
3- MAX. (TYP.)
4' MAX.
3W ABOVE
LOCATED APPLEAF \
ODOR LEAF AND THEDEAD
BOTTOM OF AN THE DEAD
M
4
SSABOVE
BOTTOM
OF LEAF. SEE
BOTTOM OF DOOR LEAF, SEE STRIKE
DETAILS THIS SHEET
34' MAX.
1
r 4' MAX. (TYP.)
ELEVATION
EXTERIOR VIEW
l RS x 211Y WOOD
SCREW
RB x ill'
SCREWS
ENTRY DOOR
STRIKEDET'AIL
li'U0o i0.N1EN0.STMTE
' HINGES W/
3/4' SCREWS
WB TAPPING SCREW.
SCREWMUSTSEOF
SUFFICIENT LENGTH TO
PENETRATE(3) THREADS
MINIMUM BEYOND STEEL
TUBE.
ENTRYDOOR
S'TIUKE DE'PAIL
..LW..11;lV....
a 12
10' MAX.
)f (TYP.) G
- 3' MAX. (TYP.)
SILLANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
10' MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10' MAXIMUM O.C.
Robert J. Ammusa, P.E.
FL P.E. No. 497E2
DI9lroliysignetl
I by Robert J.
"- Amomw
;+opjW V DN:m=Robert J.
lm Amoroso, o,
0930A6�04'00'
I
1' MIN. EMSEDN
2X WOOD FRAM
(BY OTHER
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR
NS WOOD SCREW
INSTALLATION ANCHOR
2"MIN.
�I �EDGEDIST.
1/4' MAX
INTERIOR
R VERTiCALSECTION
WOODFRAMESUBSTRATE
INTERIOR
�114'MA%SHIM
SEALANT TO BACK
L'
OF MOUNTING FIN
BIDEIDEOFMOUNTING
1/2E
DIS
EDGE DIST.
2% O FRAME
(BY OTHERS)
(BY
1'MIN.EMSEOME
pS WOOD SCREW
INSTALLATION ANCHOR
A
WTICALSECTION
WOOD FRAME SUBSTRATE
N
p
m
THREE(3)THREAD
ATION
MIN. PENETRATION %STAALLPLATION
L¢y
AN HOR
TTAPETNGFlN� � �EMINT.125
SEALANT
EDGE DIST.
14 GA. MIN. SQUARE
STEEL TUBING (BY
U
OTHERS)
EXTERIOR INTERIOR
Q
E��
W N
p
m
O
VERTICALSECTION
D
0
STEELTUBING SUBSTRATE
b.
a
Z�
0
On yyg
O
Q o
p
o5
(1'
m
EXTERIOR
INTERIOR
14 GA. MIN. SQUARE
STEELTUBING(BY
OTHERS)
1
Robed J.Amoiuso, P.E.
FL P.E. No. 49762
3/8' MIN.
DigIta3ysigned
SEALANT TAPE TO BACK
EDGE DIST.
by Robenl.
SIDEOFMOUNTINGFIN
�l
!!8 TAPPING SCREW
.wow. yY^OrYSO
q 'may, Amor°so,q
THREE(3)TNREAO
INSTALLATION ANCHOR
yyy',, ou=P1CProtlun
MIN. PENETRATION
Desi nGrou p.
s,° email=robeddapl
VERTICAL SECTION
YPla
oc°rPcemr us
Date.2016DSD5
STEELTUBING
SUBSTRATE
095DI9HN'Og'
12° MIN. EDGE
2X WOOD FRAME
(BYOTHERS)
L (
1
l
DIST.
FRAME
INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR
#8X314+SMS p
U
V MIN.
EMBEDMENT a
1°MIN. `�\\•�� Qi
EMBEDMENT
E-+
SEALANT TAPE TO SACK EXTERIOR EXTERIOR SEALANTTAPE TO BACK W
SIDE OF MOUNTING FIN - SIDE OF MOUNTING FIN
a
- w
a
0
Q a
%1 HORIZONTAL SECTION O e
n HORIZONTAL SECTION WDODFRAMESU➢STRATL• p
WOOD FRAME SUB3TKA'1'E
Q
14 GA. MIN. SQUARE
318• MIN. EDGE DIST. {._. OTHELTUBING (BY
OTHERS)
INTERIOR
kB TAPPING SCREW
INSTALLATION ANCHOR
THREE (3) THREAD J
MIN. PENETRATION
SEALANTTAPE TO BACK
SIDE OF MOUNTING FIN
HORIZONTAL SECTION
STEELiUBING SUBS7RATE
INTERIOR
�-^-31B°MIN. ETT.
FRB TAPPINAPPINGS
ll
Njj4(j1111 flitl�ill YIWYI II�IYI I !64�P .9,flI�141�11I41® I!I@�JI@IIJ��1191�I1�"Iml{l THREE (3)THREAD
MIN. PENETRATION
Rabad J.AmOrvsO, P.E.
EXTERIOR
EXTERIOR
FL P.E. N0. 49752
SEALANT TAPE TO BACKuod""4
SIDE OF MOUNTING FIN
a
l
H HORIZONTAL SECTION
STEEL7UB INO SUBSTRATE
Digitally slgned by Roben J.
Amoroso ,.. -
DN:m=llobertJ.At,slgn o;
ou=PTC Product Design Group,
emallerobert@plc<o
119-011w
Date:2015.0505005 4N'08